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GEOTECHNICAL ENGINEERING SERVICES REPORT
SOUTH DUNCAN BYPASS EMBANKMENT STUDY STEPHENS COUNTY, OKLAHOMA
STATE JOB PIECE No. 20316(04) & 20316(23)
Prepared For: Oklahoma Department of Transportation
Prepared By: EST, Inc.
Approved by:
Alseny Diop, P .E. Sr. Geotechnical Engineer
EST PROJECT NUMBER 6000426
July 29, 2015
GEOTECHNICAL ENGINEERING SERVICES REPORT
SOUTH DUNCAN BYPASS EMBANKMENT STUDY STEPHENS COUNTY, OKLAHOMA
STATE JOB PIECE No. 20316(04) & 20316(23)
EST, Inc.
480 24th Avenue NW., Suite 244, Norman, OK 73069 (405) 307-8378
Certificate of Authority Number 3639, Renewal Date 6/30/2016
EST PROJECT NUMBER 6000426
July 29, 2015
Alseny Diop, P.E. Bryce Hanlon, P.E. Sr. Geotechnical Engineer Geotechnical Engineer
Andre Guzman-Rocha Samuel Fadipe, E.I. Engineer in Training Staff Geotechnical Engineer
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
TABLE OF CONTENTS
1.0 Introduction ......................................................................................................................................... 1
1.1 Project Authorization ......................................................................................................... 1 1.2 Qualifications .................................................................................................................... 1
2.0 Evaluation and Recommendations ................................................................................................... 1
3.0 General .................................................................................................................................................. 3
Appendix A – Plan & Profile/Cross Section Sheets Appendix B – Test Location Diagram (Standard Penetration Test and Piezocone Soundings) Appendix C – Boring Logs Appendix D – Piezocone Soundings (CPTU) Appendix E – Oedometer Test Results & CPTU Dissipation Curves Appendix F – Slope stability Results Appendix G – Settle 3D output Appendix H – General Notes
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc. 1
1.0 Introduction
1.1 Project Authorization EST, Inc. was assigned this project by the Oklahoma Department of Transportation (ODOT) in August
of 2009. The scope of work requested calls for grading, drainage, surfacing and bridges for the
realignment of the South Duncan Bypass. This report provides geotechnical recommendations for the
construction of embankment slopes at locations requiring up to 43 feet of fill. The title sheet along with
the cross sections, plan and profile sheets included in Appendix A of this report show the total extent of
the project.
1.2 Qualifications The field sampling and laboratory testing were performed in general accordance with the June 29, 2011
ODOT Geotechnical Specifications for Roadway Design under the supervision of an Oklahoma licensed
professional engineer from EST, Inc. The in-situ tests conducted included piezocone (CPTU) soundings,
and standard penetration tests (SPTs). The results of these tests can be found in appendices C and D of
this report.
2.0 Evaluation and Recommendations
The proposed project consists of realining the existing south Duncan Bypass from Stations 627+00 to
past 777+00, as shown in the project title sheet included in Appendix A of this report. Based on our
findings from the Pedological and Geological Survey Report, dated July 24, 2012, the Chickasha, Zaneis,
Kirkland, and Grainola series can be used to construct the embankment slopes. The Port series may be
subject to erosion, so caution should be taken when constructing the embankment slopes using this soil
series. The slope stability analysis results including the minimum factors of safety can be found in
Appendix F of this report.
To evaluate the bearing capacity and potential settlement of the on-site materials to support the expected
embankments, we performed twelve (12) Piezocone soundings and eight (8) borings with continuous
standard penetration testing at locations shown in the test location diagram included in Appendix C of
this report. We also completed two (2) consolidation settlement tests combined with the dissipation
readings from the CPTU soundings to perform settlement analysis. The oedometer results along with the
dissipation curves can be found in Appendix E of this report. Recommendations for constructing the
embankment slopes along with other earthwork recommendations are provided next:
At least 12 inches of topsoil removal should be expected;
After topsoil removals, or after making any necessary cuts, we recommend that any embankment
areas be proof-rolled to identify soft or loose areas to be removed, stabilized and/or reinforced;
Embankments should be constructed in 5-foot stages and allowed to be in-place for at least 15 days.
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc. 2
For the purpose of this report, a stage will constitute one day of work;
Materials used to construct the embankments should be compacted to at least 95% of the material’s
maximum dry density and within 2 percentages points above the optimum moisture content;
Materials used to construct the embankments should be as specified in our Pedological Report, dated
June 24, 2012 (EST Project Number 6000426).
Based on Embankment heights of 15 to 43 feet, the following estimated settlements are expected
throughout the project:
- Total Settlements raning from 1.5 inches to 10.26 inches. At least 90% consolidation is expected
within a week after completion of the last stage
- Elastic Settlements ranging from 1.4 to 10.25 inches
- Consolidation Settlements from 0.1 to 0.12 inches
It should be noted that the majority of the settlements are elastic; therefore, immediate (within about
9 days). Estimated elastic and consolidation settlements were generated using Settle 3D, and the
output data can be found in Appendix G of this report;
For factors of safety of 2.1 to 2.3, embankments should be constructed on a 3:1 slope or flatter.
Embankment slopes recommended for this project, including the completed slope stability analysis
using Slope/W along with the generated factors of safety can be found in Appendix F of this report;
As a check, we recommend that settlement monitoring devices (e.i. settlements plates, hook gauges)
be installed under the supervision of EST, Inc. and Dr. James B. Nevels, PhD, P.E. The amount of
monitoring devices and their placement locations need to be established at the time of construction.
The time required for monitoring the total settlement will also be established by Dr. Nevels during
construction. Settlement plates should be placed in general accordance with ASTM test prodecures,
D6598;
Because of the erosion potential of the on-site soils, we recommend applying the appropriate mulches
and native Bermuda grass as specified by the resident engineer;
Using the in-situ test data obtained, we estimate an allowable bearing capacity of 3,000 psf can be
used for design based on a factor of safety of 3;
Throughout the different phases of construction, excessively wet subsurface conditions may be
encountered. If any subsurface conditions exhibit saturation during construction, the geotechnical
engineer should be notified;
All materials and construction procedures should be in accordance with the ODOT “2009 Standard
Specifications for Highway Construction” and the latest special provisions adopted by ODOT to
supplement the standard specifications.
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc. 3
3.0 General
This report was prepared for the Oklahoma Department of Transportation in reference to the South
Duncan Bypass project in Stephens County, Oklahoma. This report provides geotechnical evaluation
based on the subsurface conditions encountered at the site. The scope of services contained in this report
does not include any environmental assessment or identification of contaminated or hazardous materials.
Any statements in this report concerning suspicious odors, colors, irregular textures or abnormal
conditions are for informational purpose only and have not been verified by the engineer or testing.
Subsurface conditions may vary between our sampling locations.
Therefore, we recommend EST be retained to provide construction testing and inspection. If variations
appear during construction, it may be necessary to revise the recommendations contained in this report.
However, EST warrants that the findings contained herein have been made with generally accepted
professional geotechnical practices in the local area. No other warranties are implied or expressed.
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix A
Plan and Profile Sheets
SURVEY DATA SEE SURVEY DATA ON SHEET NOS. 51 THRU 68 FOR COMPLETE INFORMATION.
DESIGN DATA
PROPOSED SOUTH DIJICAN BYPASS AADT 2018 AADT 2038 DHV CTWO WAYJ
= 1680 = 2750 = 333
K CDHV/AADT-TWO WAYl = 11X D CDIRECTIONAL DIST .l = 55X T ex OF DHV} = 20X T ex OF ADDT> = 17X T3 (X OF ADDTl = 15X v = 65 ti.PH 20 YEAR FLEX. ESALS = 3.17 M
SCALES
PLAN 1" = 50' PROFILE HORIZONTAL 1" = 50' PROFILE VERTICAL 1" = 5' LAYOUT MAP , .. = 2,000'
CONVENTIONAL SYMBOLS PROPOSED ROAD
~~~:§ ::J RAILROADS
__ , __
TOWNSHIP AND RANGE
SECTION LINES
QUARTER SECTION Llt£S
FENCES
GROUND LINE
EXISTING ROADS
BASE LINE
-+rt. - "f.t GRADE LINES
-&-+-&- TELEPHOt£ AM> TELEGRAPH
-<l>-+-<l>- POWER LINES
c:::::::J BUILDINGS
-+- OIL WELL
)::::::::::( DRAINAGE STRUCTURES - IN PLACE
:=::::c DRAINAGE STRUCTURES - NEW
ffiES.R~- RIGHT-OF-WAY LINES - EXISTING
R,fW.:, RIGHT-OF-WAY LINES - NEW
CONTROLLED ACCESS
RIGHT-OF-WAY FENCE
LOCATION MAP DIVISION VII
END BRIDGE STA. 740<55.29 BRIDGE 'G' BRIDGE LENGTH • 642.88 FT.
BEGIN BRIDGE STA. 734•12.41
END BRIDGE STA. 665<20.24 BRIDGE 'D' BRIDGE LENGTH • 4029 FT.
BEGIN BRIDGE STA. 664•79.95
END BRIDGE STA. 647<92.63 BRIDGE 'A' BRIDGE LENGTH • 39.75 FT.
BEGIN BRIDGE STA. 647<52.88
STA. 631•56.70 END INCIDENTAL CONSTRUCTION ANl BEGIN PRO..ECT
ST A. 627• 00.00 BEGIN INCIDENT AL c s CONTROL SUB SECTION NO. X.XX
2009 OKLAHOMA STAM>ARO SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GOVERN, APPROVED BY Tl£ U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, 2010.
STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION
----·----PLAN OF PROPOSED
STATE HIGHWAY FEDERAL AID PROJECT NO. NHY-011NC057l
GRADING, DRAINAGE, SURF ACING AND BRIDGES SOUTH DUNCAN BYPASS
STEPHENS COUNTY CONTROL SECTION NO. 00-69-26 STATE JOB PIECE NO. 20316<04>
BRIDGE 'A' - LOCATION NO. 6902 1231X - NBI NO. XXXXX <EXISTING NBI NO. 19545> BRIDGE 'B' - LOCATION NO. 6926 9999X - NBI NO. XXXXX BRIDGE ·c· - LOCATION NO. 6926 9999X - NBI NO. XXXXX BRIDGE 'D' - LOCATION NO. 6902 1264X - NBI NO. XXXXX <EXISTING NBI NO. 19546> BRIDGE 'E' - LOCATION NO. 6926 9999X - NBI NO. XXXXX BRIDGE 'F' - LOCATION NO. 6926 9999X - NBI NO. XXXXX BRIDGE 'G' - LOCATION NO. 6926 9999X - NBI NO. XXXXX
-RBWIR7W-
~
(/)
-------Ii!, EW176 ~
21
PRO,JECT LENGTH BASED ON !j! NORTHBOUND CA022l I NOT FOR CONSTRUCTION I
ROADWAY LENGTH 3,181.21 FT. 2.497 MILES BRIDGE LENGTH 1 ,234.82 FT. 0.233 MILES PROJECT LENGTH 2. 730 MILES EQUATIONS: Q NORTHBOUND IA022> STA. 718<85.13 BACK• STA. 718<59.56 AfEAD EXCEPTIONS: NO~
SHEET NO
1 2. 7
8 - 14 15
16-20 21-26 29-50 51-68 69-73
X2-X90 X91-X109
X110-X113 X114-X118
REVISIONS REV. NO. DESCRIPTION DATE
_& CHANGED ..s'# 10 <O<ll 10/19112
REVISED PROPOSED R/W 10-19-2012
TITLE
INDEX OF SHEETS S!-EET DESCRIPTION
TYPICAL SECTIONS C1 J • C6l RESERVED DRAINAGE AREA MAP GEOM:TRIC DATA C1l - C5l PLAN AND PROFILE SHEET ( 1 l - CBJ RESERVED SURVEY DATA SHEET (1) - (18) UTILITY AND RIGHT-OF-WAY INFORMATION (1) - C5l
CROSS SECTIONS ALONG q; SURVEY CA002l ALONG (; DUNCAN BYPASS 4-LANES CAOOI l ALONG q; SEMINOLE ROAD CA003l ALONG it DETOUR FOR BR. D CONSTRUCTION CA013l
PLANS PREPARED BY EST, INC.
PALI. G. POYNTER, OKLA. REG NO. 19103 DATE
THIS OOCl.NENT IS
PRELIMINARY IN NATl.RE AM> IS NOT
A FINAL, SIGt£0 AND SEALED DOCl.IENT.
EST, INC. CERTIFICATE OF AUTHORIZATION NO. 3639 CPE/LSl EST, INC. CERTIFICATE OF AUTHORIZATION EXPIRES 6/30/14
OKLAHOMA DEPARTti.ENT OF TRANSPORTATION
DATE APPROVE():
""
DEPARHJENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION
DATE APPROVE():
"" CHIEF ENGINEER DIVISION ADMINISTRATOR SWO 4060(1) PROJECT NO. NHY-011NC057) SHEET NO. 1
1100
1090
1080
1070
1060
1050
1040
1030
1020
1010
0 0 + L[) C\J lD
NOTE TYPICAL TO ALL PLAN AND PROFILE SHEETS: ALL PLUS STATIONS AND OFFSETS FOR TIE-DOWNS ARE REFERENCED TO ~ SURVEY, UNLESS NOTED OTHERWISE.
STA 629+94, 144' RT CONST. 12' ASPH. DR.
STA. 630+01 ~ SURVEY CONST. 26' SERVI CE RD. LT.
LI S OF ACCESS
0 0 + L[) r")
lD
STA 629+60.LI, 150'RT CONST. 12' W. ASPH.DRIVES
SEC, 19 T-1-S R-1-W
(_')
LLJ cO EX/57. GRNJE DNE
AT· rt__ PRESENT U5"81 (M04J
~~>-c"f--L_
LLJ f--lf}
z 0 u
> 0::: ::::0 lf}
0 0 + c-C\J lO
<( f--lf}
ccJ <(
f--z LLJ 0
u z
STR. NO .. (D .S.T A. 63Dt01. Q_ (i_. SURVEY CON.ST. 96 L.F. 24" CGSP, 4.0'RT. w/ CET
STR.NO.@ STA. 630+01 .0 (i_ SURVEY CONST. 82-l.F. 24"-CGSP, -96.0'RT. w/ CET
STR.No:0-·s1P:: 647+79.6 A022 CONST. SMD-TYPE 2, 84. O' LT. STUB ·10 L.T. 18" RCP RT. INTO BR. A
c:o m g 0
:s ~ ~ ~ ~ ~
DD ~ ~
w w u u
> > ~ ~
~ ~
~ Cl:;
NiX q- $tC<)I 0 o~
V.C.=60' "K 0 -S6
w ~-r; O <o "'f: AT ([_ PROP.SERVICE RQ. LT~ 10 N'):";S !EXIST GRNJE UNE
C\J ~ C---r--+-- t; v.,, FI N:I SHED GRADE
-o 650- GW-o~ AT (i_ -SERV-1-CE--i=rn;.LT-. 0 DJJ ----- --------------- ::-----------._ (A005J
CJ
(_')
LLJ cD
>LLJ > 0::: :-:0
~ ~lf} - w ti~~ 66 ~-~o
c--
lO en + C0 (0
u z
-o. 650% _(A~022l
STR::No. "@>"""ST;;. "6"36+"Q7: 0 (f_ SUR\/EY CONST. 56 L.I'". 18" CGSI", 18-l'RT. TO 231'RT: -_( 2·5· [G. LT. AND- 30'--LG-. RT. TO q_ SERVI CE' RD RT I WI CET
N N
625+00 6 8 9 630+00 2 3 4 635+00 6
ro r0 o: ~
ro ~ * r:--~ s
> w
> J ~ w
.A02_2~ v:.c. =200' K = 595
8
w
> -w >~ ~ w
9
0 0 + 0 ~
lD
BENCHMARK 213: 2" ALUMINUM CAP STA. -641-+95.26 q;_ SURVEY, 70.58' RT. EL:E-V: ~ -10B9.180
Fr=NISHED GRADE Al ~ __ S-':B_ IA02ll
640+00
w 0
SERVICE RD.RT.Sf~ V.C.=200-'
0 '°-
K = 33 or:n
2
+ w ';/ 0
w >
~ w > ~ ~ w
3
0 0 + L[) ~
lD
OPEN CHANNEL
BR.@t STA. 650+18.00 A02l CONST. 3- l 2'Xl O'X258'-6' LG. RCB. 41.4'LG. LT. & 211.l'LG. RT.
~\ SEC
BENCHMARK 214: "X" ON CONC. HCADWALL ST A. -647-+47."14 _q;_ SURVEY, 14."19'- LT. ELEV,- ~ -1-060:299
> u w >~ ~ w
0 0 + 0 L[) lD
1 8,
REVISIONS REV. NO DESCRIPTION DATE
DETOUR NOT SHOWN ON THIS SHEET, SEE SHEET NO, 27
FOR DETOUR DETAILS
T -1 -S,
(\J
CJ <(
Pres.R!W
BENCHMARK 215: aoo: NAIL 1N 6" POST. STA. 652-+07.39 I[ SURVEY, 80.0G' LT. ELEV; 1057-.669-
v .c. 800' - -K ::: 337 1100
1090
1080
-0. 746% (A02JJ FI N--1 SHED -GRADE AT ~ N-S: (A022J
Ex1Sf. GROUND -LiNE- i'ildNG fJj_ SOUTH :N-5 RAM? fNJ2/) 1070 --..__,_-~ ..
0 0 ~
---=----Bit i"bs4:a LT. 6Ll6+01 A021 DRAJN--LT:.
.-......... SEE· X-SECT.
-~-~ 'S.:ao--.......: o,~ ~ (-.........
1022 --Si fr,;
~N rrru
0
'-c:"'= No Wo o+ ~~
~:;;
EX/5f.2--/0'XI')' RCB RF ff__ 1048.90,61.1' LT. 641•4!.4 !J{)2_2
CONST. 3~t2'Xl:O' I[_ 1047 .52 E.
- 650+1-8.0:A021 216 .. l'RT; OR 641+89.3 A022 5ZL 1'RT;--
4 645+00 6 8 9
BR A
EXl':ir,2.-!(YXB' RCB_ lT. /[_ 1049.63,37.0' LT. 650•08.0 A021
CONST. 3-12'X10' I[_ lb48.30 w. 6501: 18_. O-_ A021 41. i\' LT. IFUT:URE CONST; 3-~t-2'Xl-O''E-Xf. :54'-W--. I[ 1D49.05 W. 650'1-18.0- A02E 126;-Q'Lf;I
650+00
0 ITT ~ N
-0 ;'i''l6%--(A02
ro w 0
2 DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(0LJ)
1060
1050
1040
1030
~~ 1020
3 655+00 STEPHENS COUNTY
SHEET NO. 24
1090
1070
1050
1040
1030
1020 655+00
SEC,
'fl 'fl 7 w ~
18, T-1-S, R-7-W
~ ~ : 24' RCP IE_ Ja41.30
DETOUR NOT SHOWN ON THIS SHEET, SEE SHEET NO, 27
FOR DETOUR DETAILS
•
BR. B NEW 2-1.6X15X201' RCB IE_ 1045.90:, STA 661+43.6 A021:, IE_ ·tOl\-S-:30; STA-666'f93-.---r AO-Zl:;
85,3'LT 11:3. w-R
(GONEJ ST A 665+00.00 K!04 DBL.JO' X 12' X 112.5' ({_ R[](
DBL BRRL R.C.B. "X" ING [ 605' LT.& 52' RT. LT.FL ELEV.= 1045.83 RT.FL ELEV.= 1045.45 DA = 1,632.0 ACRES
ru 0 ~o
0 0 ' 0 ~. + ITT ~ 0 ~w> - w > ~ ~ w
v-~c. =:JJ7-0' = 334
> O.B'-LT. B64+35.0-AD22;4LB'LT. ~ ~L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~V~C~·~c;0;19~2~0~'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--j LLLLI K=400
6 7 B 9 660+00 2 3 4 665+00
0 ~ ~ITT 0 0
6 7 B 9 670+00 2 3 4 675+00 6
0 0 -\-0 d:) LO
BR.@([_ STA. 667+21.50 A021 CONST. 2-16'X 15'X201' LG. RCB, SKEW 15° L.F., 86.25'LG. LT. & 114.75'LG. RT.
BR.© (l STA. 665+13.00 A022 CONST. THREE SPAN 172'- l 43'-72'1 STEEL PLATE GIRDER BRIDGE WITH 38'-0" CLEAR ROADWAY AND 42" F-SHAPED PARAPETS.
BENCHMARK 216: 2" ALUMINUM CAP STA.- 660-00.17 -~ SURVEY, Lf2.53' LT. ELEV. = 1 070.608-
BENCHMARK 217:- 2" ALUMINUM CAP STA._:IQ6_7+JS_.7;:, _:t_S_UR.YEY,_ _236_.22_' LT. ELEV; = 1053.961
0 ~ ITT~
REVISIONS REV. NO DESCRIPTION
(CONST'D. BY OTHERS IN PLACE) BR.@ rt ST A. 665+00. 00 A022 CONST. 2-16'X15'X55' LG. RCB FOLLOWED BY 2-16'X2l'X78' LG. RCB, SKEW 18.4° L.F.
STR.NO.@ STA. 662+16.0 A022 CONST. SMD- TYPE 2, 151 . O' LT. STUB 282 L.F. 24" RCP RT. INTO BR,@
v.c. K
BENCHMARK 21 s:: 2" ALUMINUM CAP STA. :674-+80.73 :q; SURVEY, 13.13'- RT. ELEV-; -= 1074.81-2
BENCHMARK 219:: 2" ALUMINUM CAP ST A._ ;66_3_+36_._6Q _ ~ _S_URVEY, __ 322_._1_ 6' RT. ELEV.: = 10-82.391
1130' 230
SPEC-.-- D1TcH-:RT .-~2-. 47J -D .:l_OUA022) Jj0--2J;
~ ,~ 26G%_ (A"o oc-~~-::
DATE
1110
11 DO
1080
1070
t;:::['\J 22J ~z.ri"-1. """:-~~ 1060 c-;-«= r--:o <.o:o 0-:+ -~
~:~ 1050
1040
~~ l 030
~ ©~~~~~~~~~~~~~~~~~~~~~~~~
gs 6 680+00 2 3 LI 685+00 DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
B 9 STATE JOB NO. 20316(0LJ) SHEET NO. 25
1120
0 0 + 0 en <D
0 0 + L{)
en <D
BENCHMARK 220 2" ALUMINUM CAP f- r..'. (CONST'D. Bi' OTHERS [N PLACEl STA. 695+12.54 q;_ SURVEY, 441.49' RT. 8 Cf) STR. N_G _.@:_ST A .. : _693-1'00_. O j A02_2; 79 .:T LT. -ELEV·.= 1066-.568 --=i ·Z SMD, TYPE 2, STUB 164 L.F. 3Qft RCP BENCHMARK 221: "X" ON NORTH END HEADWALL STA. JO.O+Ti'.3J. t.SURVEY, . .738 .. 3S°)' .. RT. ELEV. = 1059.136 BENCHMARK 222· 2" ALUMINUM CAP ·STA. 700+36.18 ·Q;_ SURVEY, 224.16'· lT ELEV 1077.264
oO n::: U OUT RT. W/. CET. D..: _J CCON"Sl1 0·:· BY""OTHE:Rs·· 1:fJ"Pl"AtEJ
~ ~ STR.NG.@: STA.: 693i90.6:Ao22; w -~ 1:83.2':RT: CONST. 53'1 ·L.F.
R/
18, T-1-S, R-7-W ICONS. T'DAY OJ. HERS. IN P.LACE). STR :NO.\]) STA. 699+27. 1 A022 6' I .-D. MANHOLE 272. 2 RT. STUB loo: L. F .. 36" RCP TO OUT:LET CET
. AT·STA": 0"99+"9B.s··Ao22,··:·344·;o'·RT·.
1110 f-B_E_N_CH_M_A_R_K_2_2-,-, _8_0_0-.-NA-C-.. -IN-.-P-DW_E_R_.-FD_L_E _ _, ,,.....,- o 36" RCP WI ·CET, :STUB· INTG STR; NO. 7 C\J ·U c;N;;;Oc;cTE;c .. ::C_-ccc-'-c:-~-:cc-'-c:-C:C-:cc-'-:c-±~C-Cc:-C:C-:i :
1100
STA. 700+21.31 {SURVEY, 1394.99' LT. ELEV.= 1103.709
A021 : V.C. = 830' K = 162
EXIST. GROUND LINE AWNG !fl. SOUTH N-5 RIWP (/JD2!!
ru 0 ~00 ~
00• - 00 +~ DO :;:-
> rW >"_J ~w
~ ~ UNLESS OTH-ERW I SE NOTED ON CROSS-SECT I ON SHEETS, <[ .z ,_ ~ F FIN I SHED GRADES OF THE CONNECTOR SHOWN
m 0:: ON"THJS SH"EET HAVE" toNFL:ltTS "AMONG "CL ·2:..LANt '-,.J 2-WAY; ROAD· !A023l, ft· S-B ~A02lf, AND l N-B IAQ22J, . 8 ~- ~ GI VEN.: O.ES l:GN GRADE. AI. Ii.ROAD :(A02.3l.W IIl-:I .DESJGN
· ,_ SUPERELEVAT I ON :SHALL GOVERN DN GRADES AT ~ ~ ~ ROAb, AT: l S~B. AJ l N-B ANO CROSS SLOPES.
0 ru Ol (()
1 080 F==F=l=N=l=SH=E=O=G=RA=O=E======~~=-==-=~
1070
1060
1050
1040
1030
AT ~ S-B (A021)
FINISHED Al-~ "N~B
- -SPEC .D1TCHRT-::--~3Q% (7\022)' ~- - ~~ :'.::: ~~
2'~ + 00 WO 00 -00
> - w > ~ ~w
ru o ITT
00 0
ru ru 0 0
00 00 0 0
0
::: 0
m 0
mm 0 0
::i 0
~ ~ mm 0 0
00 00
::i 0
685+00 6 8 9 690+00 2 3 4 595+00 5 8 9 700+00
20+00 OBTAIN
UTILITY EASEMENT
• 0 R/W
TOP OF CUT
0 0 + 0
r-
REV. NO REVISIONS DESCRIPTION DATE
IJ~F=====~---==---~T""'""=-~ T6Eiiif""" SLOPE -----~\" or c\J NO ACC£
:ii 0
g; g; 0 0
UMi1S OF
R/W
OBTAIN UTILITY EASEMENT
ENTRANCE
O~~ ~;rj
~L BARN
UNDERGROUND TELEPHONE UNE CROSSING AT STA.28+45
STA.28+52.00 30" X 41' IREMOVED BY OTHERS! CGMP WfTH CONG.END SECTION SD.[ 20.20' RT. WEST FL EL£v'.- 106/.49 EAST FL ELEV.= 1061.41
(CDNST'D. BY OTHERS IN PLACE)
STR.NiJ.@ STA. 700+.7'1.:4 A.022 100 L:.f. 43'X26' RCPA 268.4B' LT. w/ 2-CETS
!CONST'D, BY OTHER-S IN :PLACE! BR.:(D THRE( SPAN_ (60_'~_90'_-60'1 P,t. BEAM BR·IDGE :WITH·44'-o-'' CLEAR ROADWAY. ANO 42" f7SHAPED PA.RAPE1S, il ·i!.l SlA,··70G+47,·oo·A023
(CONST'D. BY OTl-:IERS ·1N PLACE) SrR .No. @ sTA. 100+84 .:J Aot:2 l 00 l. F. 43"X26" RCP-A
1CONST'D. BY OTHERS IN =PLACE! BR.:@(!_, STA.: 712+08.25 -A022 3-14'Xl 2'X295': LG. RCB,
J.:71.,J:' BJ. w.I .. 2::-CE.Ts SKEWED 66° L:.F., 167.5'LG. LT. ·& "127 :5-' u;·: RT.
-1. 7';32%
•.. : .... · ... : .... C · .... ""o:::::::::~-"·~··. ·• • ••. ~=----:~-g§,. . . :~
LISTED FINISHED GRADE :ELEVATIONS WITH MA~KER ~e· HAVE COUNTED IN THE EFfECT :oF ·clJRVE LENGTHS & : SUPERELEV.l'iTI ON, ADJUSTED FROM THE VERTICAL· CURV:ES SHOWN :IN THE DRAWING;
:ii :ii 0 0
g; gs gs gs gs gs 0 0 0 0 0 0
• • 00 00 0 00
gs gs 0 0
::i 0
• • ITT ~ ~
•• ITT m ~ ~
m 0
110+00
SEC 7, T-1-S, R-7-W
STA.2.8+!Tr'30 30" X 0' IREMOVE.D BY OTHERS! CGMP WITH CONG.EN SECTION 5.0.([_ 31.70' LT. WEST FL ELEV.= 1061. I EAST FL ELEV.= 1060.
STA.29+!4JD 30" X 4~' IREMOVED BY OTHERS! CGMP WITH CONG.EN SECTION 5.0.(l_ 2.0.5CY RT.
BENCHMARK 224:: aoo: NAIL 1N 8" :WOOD POST; STA. 712~9.29 q; SURVEY, 1343;76'· l:L ElEV. ~'11-00:638
1120
~ 63 "~--fA~0~2~3~' ~'~·~'~-c-='~~8~5~o~·~· ~'"""o'-"2~6--cj g:; gj ...,. A021: Y..C. ~ 845'·, K ~ 265 ~S:: ~ A022: V.C. ~ 855':, K ~ 268
>> 1110
WW
ci LJj ci
• • ~ 00 0 ~
BR. F 3--l4'Xlt"RCB· EXT .. 52'W. IF.UTURE .CONS"J: .. J fE_ l 056.. 56. W. AT SJA. 713+02.2 A022, ]96.3'LT.
BR .. .F NE.W:.3.-l.4'.X12'X2.95.' .R.CB 1100 fl 1056.40· w. AT STA. 712+79;68 A022, 151.28'LT.
fl 1%5.52 E. AT STA. l11+58;.82 A.022, 115.S:6'RT. 1090
• • 00 0 ~ 00
2
• • o ru ITT
3
m 00
~--
0
• • om ru ITT
1080
1070
1060
~ 1050
•• ~ 8 1040
4 115+00 DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
2 3 4 705+00 5 8 9 STATE JOB NO. 20316(0LJ) SHEET NO. 26
1090
1080
1070
0 0 + L() (\J (.!)
STR. NO .G) STA. 630+01. 0 Cl SURVEY CONST. 96 L.F. 24" CGSP, '1.0'RT. w/ CET
STR.NO.@ STA. 629+35.0 rt SURVEY CONST. 100 L.F. 24" CGSP, SKEWED TO CONNECT TO STR. NO. l WI TH ESTIMATED 0.5 C.Y. CLASS A CONC. (ADJUST SKEW & LENGTH IN THE FI ELDJ
STR.NO.@ STA. 647+60 A016 CONST. DBL. 83 L.F. 96" CGSP, 50' LG. LT. & 33' LG. RT. (ADJUST SKEW & LENGTH IN THE FI ELDI
FINISHED GRADE EXIST. GRADE AT 'l_ DETOUR !AOl6J
-Q • 650% (AO J 6)
ALONG /lD/6
@
24p C-GSP I[_ 1076.5± w. I[_ 1071.0± E.
<(
f--(f)
ITD BE ADJ'D. IN FI ELDI
1060
1050
1040
1030 625+00
"§ 0 r w 0
6
~ 0
7
~ 0
~ 0
8 9
ITT r 0
630+00
ITT r 0
2
NOTE TYPICAL TO ALL PLAN AND PROFILE SHEETS: ALL PLUS STATIONS AND OFFSETS FDR TIE-DOWNS ARE REFERENCED TD Cl SURVEY, UNLESS NOTED OTHERWISE.
0 0 .\-0 tP tP
T
"' N 0°01'34.2" W
... ---=-
SEC, 19, T-1-S, R-7-W
PLAN AND PROFILE SHEET FOR DETOUR FINAL PLAN CONSTRUCTION ARE NOT SHOWN. SEE SHEETS NO. 24 AND 25 FDR DETAILS.
1080
1070
1060
1050
0 0 + 0 L() (.!)
REV. NO
BR. W'l STA. 650+18.00 A021 CONS!. 3-12'X10'X258'-6" LG. RCB, 41 .4' LG. LT. & 211. 1' LG. RT.
REVISIONS DESCRIPTION
Pres.R/lN
0 0
SEC. 18, T-1-S, R-7-W
w w
0 oro +w WO :;:-
> -w >~ ~w
.('. = 300' ~ \,/"
y,_· -~ 1j\"
F j N l·SHED GRA·DE AT :(i_ DETOUR iAO 16!
-Cl.436:%: IAOJ6l
BENCHMARK 213: 2" ALUMINUM CAP ST A. 641 +95.26 (!; SURVEY, 70.58' RT. ELEV. = 1069.180 BENCHMARK 21 "I: "X" ON CONC. HDWLL. STA. :6"17-+"17.4"1 ~SURVEY, 1"1.49' LT. ELEV. 1 060.299
BENCHMARK 215: 800 NAIL IN 6" POST STA. 652-07.39 (!; SURVEY, 80.00' LT. ELEV.= 1057.669
BENC.f1MA-RK 2-16;: ··2" ·ALUMINUM CAP ST A. =660-00.17 fJ; SURVEY, 42.53'· LT. ELEV. 1 070.608 BENCHMARK 2"17: 2" ALUMINUM. CAP STA. :667T15.73 lj;:_ SURVEY, 236.22' LT. ELEV. 1.053.96~
DATE
1080
1070
1060
1050
SEC. 18, T-1-S, R-7-W ro ITT
3
EXIST. GRADE ·uNE ALONG /
1100
1090
1080
-150 -1"10 -130 -120 -110
1100
, , • , I ,
1090
1080
-150 -1'10 -130 -120 -110
-150 -1'10 -130 -120 -110
1100
1080
-150 -1'10 -130 -120 -110
10· I •
-100 -90 -80 -70 -60 -50 -40 -30 -20
I[_ SURVEY .......... 1
.. ('
-10 0
628-00 10
I[_ SURVEY
PR~SENT us-81 ,, '.'' '' i' '. • ' • . ' • ' ' l
20 30 40 50 60 70 80 90 100 110 120 130 140
<::i::.:.:::.:.:_:___:;_:::c=~---=~=~==========-c:'.=c::t=~~-=C:::2=t:=2:.:0;;·:;;;, ·~"'· cce-=:::::;;~=-c:'.=C'""=-CC-:C==. , . '" .-.. -... -... ----------- ~'""'· .. ". ~ . =·· .... ". "~·.". ~.· .. ~.·. ,,;.-~-r---· ---- ''''""'''~~·~·:·· --= - -,---- -
-100 -90 -80 -70 -60 -50
-100 -90 -80 -70 -60 -50
-100 -90 -80 -70 -60 -50
-40 -30 -20
-40 -30 -20
-40 -30 -20
-10
-10
-10
0
627-00 10
SURVEY
0
626-00 10
SURVEY
0
625-00 10
20 30 40
20 30 40
20 30 40
50 60 70
50 60 70
50 60 70
HATCH LEGEND ESSJ PHASE 1 CONSTRUCTION l2ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130
80 90 100 110 120 130 140
80 90 100 110 120 130 140
STATE JOB NO, 20316(041
1100
1090
1080
150
1100
1090
1080
150
150
1100
1090
1080
150
SHEET NO. XO 1
1080
1070
-164.93' LT. TO PRES. RIW
~ SERVICE RD LT. l SURVEY ~ PRESENT US-81 Ii. ND~HBOUND . . . . . . . JTt omu~ ...... L · I -~% ;~~~ ····· ······· ·······•··
· · · .• ~.-. ·• .. ~~~s::sss· ·:::s·~::.;:.:>~:r::::•.~· ~~~-·==~· · ·~·:±:s;:s· · ·;;:::· · ::'.'.:::::r-::==-=·. ~-. =----_;_· ·-· · __ .. ·--" =~~..,-,--·--. -. --.:~~~~Zi?~"--. " " . ',, . " ... ~ " .........
PRES.RIW 1080
1070
,:. '' ,!, '' .: '' 'j' '.;' '. i' --'----~· - _· ~-:--•
1080
1070
-150 -1<10
- 165.96' LT. TO PRES. RIW
-130 -120
' . ' : ' ' ' .: . ' ' : ' ' ' .: ' ' ' ; ' ' ' : '
-110 -100 -9D -so -70 -60 -50 -40 -3D -20 -1D 0
637-00 1D
l SURVEY ..... L
20 3D 5D 6D 7D SD 9D
' 1060
1DO 110 12D 130 140 150
.... PRE D
1070
1060-l-~-i-~-i-~-i-~-r-~-i-~-i-~-i-~-r-~i--~t-~i---,~-i-~-+~-i-~-+~--i-~--r-~-i-~-r-~-i-~+-~i--~r--i~--f~--,~-+~-i-~-r~-r~--r-~-i-~-r-~i--~t-~i----+~-i-~-+~-i-~-+~-r~-r~-T-~-r-~-i-~+-~i--~r-~i----+~--i~-+~-i-~-+~--i-~-r~-r~-+-1060
1080
1070
-150 -140
............ 167.92' LT. TO PRES. RIW
-130 -120 -110 -100 -90 -so -7D -60 -50 -3D -2D -1D D 1D
636-00
l SURVEY ..... L
2D 30 5D 6D 70 so 9D 1DO 110 12D
<REMOVE> STA.635+50.20 2411 X 36' CGMP 5.0. [ 124.B' RT.
~ PRESENT US-B 1 Ii. N~0~'fHBOU~~~F ~t ftty:: fggjiji5 ·1 · .... ,o....... . . . ......................... .
-2%: ~- -4% ' ~~~------.~~~~~
'.,,,,,,; ..
130 HD 150
PRES.R/W 1080
1060-l-~--i-~-i-~i----+~-i-~--r-~-i-~r---i~-+~-i-~t--i~~~-r~-r--~i----+~-i-~-r-~-i-~r---i~-r-~-i-~t--i~-+~-.~-r--~i----+~-i-~--r-~-i-~r--i-~-r-~-,-~r--i~-r~-r~-r--~i----+~-i-~--r-~,-~r--i~-r~-i-~t--i~-+~--i-~-r-~i----J-1060
10'
1090
1080
1070
-150 -140
-169.88' LT. TO PRES. RIW
-130 -120 -110 -100 -90 -SD -70 -60 -50 -4D -30 -20 -1D D
635-00 10
l SURVEY ... !
. ' ' . i '
20 30 50 60 70 80 90 100 110
Ii. NORTHBOUND
120 130 HD 15D
PRES.RIW 1090
1080
1070
1060-t~-i-~-r~-r~-;--~-;-~-;-~,-~r-~r-~r--,~--+~-i-~-r~-r~--;--~,-~-;-~-,-~r-~,-~r--,,--j~-,~-+~-,~-r~-.~-;-~-,-~-;-~,-~r-~,-__,~--,~-+~-,~-r~-.~-;-~-,-~-;-~,-~r-~,--,r--,~-j~-,~-+~-,~-r~-,-~-;-~-,-~-;-~,-~t-1060
-150 -140 -130 -120 -110 -100 -90 -SD -7D -60 -5D -4D -3D -2D -10 0
634-00 10 20 3D 50 60 70
HATCH LEGEND ~ PHASE 1 CONSTRUCTION l?ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
SD 9D 100 11D 12D 130 HO 15D
DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316(04) SHEET NO. X03
1080
1070
-19535'LT. TO PRES.RIW
~2%
PRES.RIW
t:g:r:_~-. --t--·--·--· -~ 1080
'.,,,,,,:,,,,,,.: ....... ~.. 1070
1060--+-~--+-~--+----i---+--~-+--~-r--~~--;-~---+-~--+-~--+--~--;---~-+--~-r--~---i-~---+-~--+-~--+--~-+--~-+--~~r--~---+-~--+-~--+--~--+--~-+--~-+--~-c--~---+-~---+--+--+--~--+-1060
1080
1070
1080
1070
-150 -140
-t64.93'LT. TO PRES, RIW
-130
'.' :_ . . _._.:~--·
-150 -140
-t64.93'LT. TO PRES. RIW
-130
-120 -110 -100 -90 -80 -70 -60 -50 -30 -20 -10 0
641-00 10 20 30 50 60
~ SERVICE RD LT. r SURVE y ~ PRESENT US-81 • . • • . • • • • • • • • ]Kt DETDUR • • • • • • • • • • . • . ' . .. . T . . '
.. •· ... ~~~~~~~~__;~~I-='-·······.,,.,;_~.·.·= ..... :? .. ~··=···-··=···::::::-·;,;·-·····~-······_···.· ..
-120 -110 -100 -90 -80 -70 -60 -50
~ SERVICE RD LT. . · "&":<l."Df.TOUR' ~"
-30 -20 -10 0
640-00 10
{k_ SURVEY . . . . . . . . I . .
',',' ',:, '. ,'' .. ;'
20 30 50 60
70 80 90 100 110 120 130 150
PRES.R/W
.. 1 1080 IQ. NORTHBOUND
·····.·[,a:~·.··.··.·····.··.··.·. +---:
' : '
. ' ' ' . .: ' ' ' ~ . ' +~~·
-2%
1070
70 80 90 100 110 120 130 150
PRES. RIW ... ""'"'"'"""•"' 1080
1060-t--i---r---i--+--T---+--~-+-~~-+--i--+--+--+---i---+--~-+--~-+---~-r--i--+--i--+-~--r---i--+--~-+--~-+--i---+-~--+-~--+----i---+---i--+---i---+--i--+--i---+--i---+--+--+---i---+---i--+---i----1-1060
-150 -1.!IO
-164.93' LT. TO PRES. RIW
1080 """"""'"''" ·--·--· 1070
-130 -120 -110 -100 -90 -80 -70 -60 -50
~ SERVICE RD LT. & (j:_ DETOUR
-30 -20 -10 0
639-00 10
{k_ SURVEY I
20 30 40 50 60 70 80 90
~ PRESENT US-81
T
100 110 120 130 140 150
PRES.R/W
-:---:--j___-· -~;--·
I I
1080
1070
1060--+-~--+--~--+--~-+--~-+--~-i-~---+-~--+-~--+--~-+--~--;--~-r--~---i-~---+-~---;--~--+--~--;--~-t--~-i-~--+-~--+--~--+--~-+--~--;--~-+---~-i-~---+-~--+--~--+--~-+--~-+-1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -10 0
638-00 10 20 30 50 60 70
HATCH LEGEND fSSJ PHASE 1 CONSTRUCTION l2ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 150
DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316{04) SHEET NO. X04
1070 >~~~··-·····~·-·····-· ·-··········
1060
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50
~ N~HBOUND PRES R/W
.. ·······•~ttE4WZ~+i••••I••·········~······••••i••••••L••,•••••••••••••·1~···•I•••••••••••lI••••r•••··~·1•••·••••••••·•••1••••••I• -40 -30 -20 -10 0
6"15-00 10
~ NORTHBOUND .. J
20 30
. 0~-f' . . : . : ..._a. : . . . . . .
· · .:. · · ·· · · ~· · · ·-·s~4'1%' · ·!~, · · ~~:4'4% .:. · · · · · · .:. · · · · · : · · · · · · · ~· · · · · · · ! · · · · · · · :. · · · · · · ·!· ·· · · · · .:. ·
50
-~-"::::z:::i:. ::'.z:::zZ§.;z::'E~·~:;.:=~::. °'77;=;,· -~ . . . . . ... . . .• . . . ... :::+::.L:Z:L-~ .~~-~ .. ~ .. -~
60 70 80 90 100 110 120 130 140
PRES .. l'!/W • . R/W
__ J_U_· ----~--------------
: ...... : ..
1070
1060
150
1080
1070
1060-'---i----r---i---+---i---+--,----r---.--j-----,---t---i---+---,----;---,---r---,----r---,---r---.--,j-----,---t----;---r--,---+---r-+---,---t--.--r---.---t---.---t---,---r--,---;---,--+--;--t--,--r---,---t--,----t---,----;---,---+---r-~1060
-150 -1'10 -130 -120 -110 -100 -90 -so -70 -60 -50 -40 -30 -20 -10
1080
0
6"1"1-00 10
~ NORTHBOUND J
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1080
1070
1060-+---r---r----i---t---i---+--i----,r----,---t---,---t---i--+---.---+--.---t----r--+---,---r---,--+---,---r------,--+---.---+--.---t----r--+---,---r---r--+--.----r-----,--+---.----r---.---t----r---r----,---r---,--+---,---t----,--+----r--+--,-----j-1060 -150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
6"13-00 10 20 30 40 50 60 70 80 90 100 110 120 130 140
~ NORTHBOUND PRES. R/W R/W
: ~~~ i==:-::.:::;::=::::::======::c~~:::=~;;;;;~--=4=°"'=<~~;;;;;~~-.--. --• - -. -:--. --: -.. -... -. i:;:ii-2§%:. ·,,.· ·=· ·~1 ~· ~'a;:~:?~.;i~~~~::z2c~~2~t'z ___ · -;. ·_ I l }_ •.• ·-· ._ ...... '.~-.-.~.-. ~.-.~•-.-.-:-h-:-~.
150
1080
1070
1060--+---i----i----i---+----i---+---i---+--i--t-----i---t---i----t---i----+----i---+---i---+--i--t--i---r---i---t---;---+---i----r----i---r---i---t--i---t-----i---t---i-----;----i----r---i---+---i---+--;--t--i---r----i---t---i---+---i---+----i---+---i---+-1060 -150 -1'10 -130 -120 -110 -100 -90 -BO -70
I -60 -50 -40 -30 -20 -10 0
6"12-00 10 20 30 40 50 60 70
HATCH LEGEND £SSJ PHASE 1 CONSTRUCTION l22ZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X05
1080
1070
PRES.RIW I 11060
I
lil. NORTHBOUND ....................... ! ......... , •.. ··
~~· : .... .a. . ···:+o:g·\%· ··~~·· !-'4.0~3·
1080
1070
1060
1050-t~-,-~-t~-,-~--r~-,-~-r-~-,--~-;-~-,--~t-~.----,r---,~---t~-,-~--;-~-,-~--;-~-;-~-r-~-r-~-r-~.-~r-~,-----j~--T~-t~-t~--r~-,-~--;-~-,--~-r-~-,--~;-~,-~r-~,-----j~--T~-t~-t~--r~--r~-r-~-r-~-r-~T-~+-~i--~r---i~---t~--T~--r~-t~-+~--r~-+-1050
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50
1080
1070
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50
1070
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50
1070
PRES.RIW
1060
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 10· I •
-40 -30 -20
-40 -30 -20
-10
-10
0
653-00 10
lil. NORTHBOUND . . . . . . . . . . . ! . .
0
652-00 10
lil. NORTHBOUND . '.'' ·''"''' ·'' .. · · · · ·· · · · · · · · · · · · · · · · · · · · · · · .,._,__.2·.0\:)% · · · · ·· · · · ·t·.G·.· ,,Q?.~:~_:.4.00% ..
-40 -30 -20
-40 -30 -20
-10 0
651-00 10
lil. NORTHBOUND ... I .. ,007,BL .....
;-2.00% f.G. · -4,PD%
-10 0
650-00 10
20 30 40
20 30 40
20 30 40
20 30 40
50 60 70
50 60 70
50 60 70
50 60 70
HATCH LEGEND ~ PHASE 1 CONSTRUCTION [ZZI PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100
80 90 100
80 90 100
80 90 100
110 120 130 140 150
1080
1070
R/W 1060
110 120 130 140 150
1070
1060
110 120 130 140 150
1070
1060
110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X07
1090
1080
1070
-150 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
1090
1080
1070
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
1080
1070
1060
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
1080
1070
-20 -10
~ NORTHBOUND . !
0
657-00 10
~ NORTHBOUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . .
.· ...... .:.. ..... :.t.!;l .. .Q?f? ... '
-20 -10
' c::i".> : ~<Ii'· .• ' . :G· 0
~· +1., 03
0
656-00 10
~ NORTHBOUND ................. ·+·s·.s~r.. .......... i .. 'G' ... ,~7s .. ::.i:q_·1:31_3·
-20 -10
:+3.303
0
655-00 10
~ NORTHBOUND
! ... ,615•9~ ~ .G· :-4.0Q%
20 30 40
20 30 40
20 30 40
1090
1080
R/W 1070
50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070
50 60 70 80 90 100 110 120 130 140 150
1080
1070
50 60 70 80 90 100 110 120 130 140 150
1080
1070
1060
1050~~---r~--+~r-~-c-~r-~-+-~-i--~+-~T-~t-~C-----i~---i~--+~---r~-i-~-i-~--;-~--i--~-t--~T-~r-~T-~r------i~---i~--i~---r~-i-~--r~--i--~--J-~-i--~+-~T-~t-~~---;~--i~--;-~~~--r~-i-~---r-~--r-~-r--~-r-~-r-~~~j--~r----;~~~--+~-i-~---r~r-~--r~~~-1-1050
-150 -1'10 -130 -120 -110 -100 -90 -80 -70
I• 10· •I -60 -50 -40 -30 -20 -10 0
654-00 10 20 30 40 50 60 70
HATCH LEGEND f.333 PHASE 1 CONSTRUCTION EZ2J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(0-4) SHEET NO. XOB
1090
1080
1070
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
1090
1080
1070
1060
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60
1090
1080
1070
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60
-50 -40 -30 -20
lil. NORTHBOUND
.. +soo3 J.1;.'o~o,•~003
-10 0
660-00
'' i.
10 20 30
STA. 659<81.51, END TYPICAL SECTION NO. 28, BEGIN TYPICAL SECTION NO. 2C.
-50 -40 -30 -20
-50 -30 -20
lil. NORTHBOUND
l.·0··. 1~s1:6.~1.bo% :+s.o93 ~ .
-10 0
659-00 10
lil. NORTHBOUND
. ! '"~""' , .·:r~:~0.3., ~ .G· . :+1.003
-10 0
658-00 10
20 30 40
20 30 40
50 60 70
50 60 70
50 60 70
HATCH LEGEND ES:SJ PHASE 1 CONSTRUCTION l22ZI PHASE 2 CONSTRUCTION ..-:;::::::, FUTURE CONSTRUCTION
80 90 100
80 90 100
80 90 100
1090
1080
1070
R/W 10601
110 120 130 140 150
1090
1080
1070
R W
1060
110 120 130 140 150
1090
1080
1070
110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO, 20316(04) SHEET NO. X09
NORTHBOUND 1100 1100
1090 1090
1080 1080
1070 1070
1060 1060
1050 1050
1040 10'10
-150 -140 -130 -1 0 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
66'1-00
STA. 663'67.00, END APPROACH SLAB, BEGIN BR. 'C' STA. 663+11.51, END TYPICAL SECTION NO. 2C, BEGIN APPROACH SLAB
ill_ NORTHBOUND . . . . . . . . . . . . . . . . . . . . . . . I ' 1100 1100 ................ 'filit~:li/W··· ' "·!'?'?".
"" . J .. :. '+·8~cio'%:' ' .
" ,' " '~S'··
:I 1090 1090
1080 1080
1070 1070
1060 1060
1050 1050
1040 1040
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
I• m •I 663+00
1 HATCH LEGEND
ESS:J PHASE 1 CONSTRUCTION l2'2ZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(04) SHEET NO. X11
1100
1090
1080
1070
P/W§O W
I I
1056
ST A. 666"93.24, END APPROACH SLAB, BEGIN TYPICAL SECTION NO. 2C STA. 666'58.00, END BR. 'C', BEGIN APPROACH SLAB
1100
1090
1080
1070
1060
1050
1040-+~--i-~-;-~i----;~--i-~-r~~~t--i~-+~-i--~-r-~C--+~--i-~-;-~i----;~-r~-r~-i-~t--i~-+~-i--~-r-~i---+~~~-;-~i----;~-r~-;--~-i-~t--;~-+~-,~-r-~~-j-~--i-~-t-~i----;~-i-~-r~-i-~t--i~-+~-i--~-r-~r--+~--i-~-t-~i-~1--1040
-150 -140 -130 -120 -110 -100 -90 -BO
1100
1090
1080
1070
1060
-70 -60 -50 -40 -30 -20 -10 0 10
666-00
~ NORTHBOUND .L
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1100
1090
1080
1070
1060
1osa-l::=::;:::::+::=-~--;~~~-+-~-i-~t--,~-+~-,~-r--,~-+~-i-~-;-~~--t~~~-r~~~r---i~_;_~.,~-r-~~-+~~~+-~~--t~~~-t-~-i-~~--i-~---r~.-~;--;~-+~--i-~-i--~~--t~~~-t-~~~r--,~---r~.-~~-,_:_::=::_:;::::=.:;::::=;:::::::j_,050 -150 -1"10 -130 -120 -110 -100 -90 -80
10· I • -70 -60 -50 -40 -30 -20 -10 0
665-00 10 20 30 50 60 70
HATCH LEGEND ES.S:] PHASE 1 CONSTRUCTION
E'ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(0.:J) SHEET NO, X12
1090
1080
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
1100
1090
1080
1070
··~·· 1060 ... · ....... : ....... : "'
' : .
1050
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
STA. 670+23.24, END
1100
1090
1080
1070
1060
1050
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
I• 10' •I
1
.... : .. ,,,,;,
-20 -10
: +s.1:93
-20 -10
0
672+00 10
~ NORTHBOUND J : ........ ~:j,' : . ' '\f:::/~~· .
~-" +1.003:
0 10
67Hl0
TYPICAL SECTION NO. 2C, BEGIN
~ NORTHBOUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ''''''.'"'''!Ii'-''
~~ : ()~ :
'+8.0~3 '•'•' ·~~,')'.·+1.603·
-20 -10 0 10
670+00
20
20
TYPICAL
20
30 40
30 40
SECTION NO.
30 40
1090
1080
1070
50 60 70 80 90 100 110 120 130 140 150
1100
1090
1080
1070
R/W
1oro
1050
50 60 70 80 90 100 110 120 130 140 150
28.
1100
1090
1080
1070
1060
1050
50 60 70 80 90 100 110 120 130 140 150
HATCH LEGEND £:SS:I PHASE 1 CONSTRUCTION
E'.Zi PHASE 2 CONSTRUCTION ..-0:::::: FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(04) SHEET NO. X14
1090
1080 '."'I
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40
1090
1080
lil NORTHBOUND ........................ I . .,<>. . . . . . . . . . . . . . .
L-"-L~·_·.:.·_·c.~2~.·~,_:o~L-:_···-···,:·:_.·.:_·•~_,-.:.~._.:~" .. O:_. 6_%_;1:_· -''---L•~'-:--L-;"=~-· ;--·. ·=_ .. ···•··· .. 1· ...•. · .. · .. · ...•. · .. · .. · ...•. · .. · .. · ..•.. · .. ·. RJW.· .. ·. : .. · .. · .. · .... ·=-· .· ....•.. ···=-··· ···•··· .·. ··-= ..•.... · .. ·. L_i .· .. · .. ·. _: .· .. · .....•. =-·· ..
-30 -20 -10 0
676-00 10
!il NORJ,HBOUND
·························t,a@'? ....•........ _. -2.003 .. - .00%;
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1090
1080
1090
1080
1070
1060--+---i---+--i---+---i---r--,----r--i---r---i---;--i---r---i---+---,---+---i--+--,---+--i---r---,---;--;----t--,----r----,---+--,----;--i---r--r---;-----.----t--,---+---,---r--,----r---,---;--.--r---,----;-----.----t--,-----r---,---+---,----t--1060 -150 -140 -130 -120 -110 -100 -90 -80 -10 -60 -50 -40 -3o -20 -10 o 10 20 30 40 50 60 10 80 90 100 110 120 130 140 150
675-00
1090
lil NORTHBOUND
"'" "" """"" . .l. .. ~()~~~I\•"•" ..;Q,973" :'fl·-0:97%:
1090
1080
1070 1070
1060--+---i---+--i---+---i--+--i--t--i---,r---i----;---i---+---i---+--i---+--,---+--i--t--,----j--i----;--,---+---,---r--,---+---,---+--i---;C----;---j--;----j----,---+--,----+---,---+--.----+--,---r---;---j--;----j---,---+---,---+---,---+--1060
-150 -140 -130 -120 -110 -100 -90 -80 -70
1090
1080
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70
-60 -50 -40 -30 -20
-60 -50 -40 -30 -20
-10
-10
0
674-00 10
!il NOR\HBOUND
e' ,a" ~:.,j;-.l..00%.,.
0
673-00 10
20 30
20 30
50 60 70
50 60 70
HATCH LEGEND css:J PHASE 1 CONSTRUCTION [Z2'j PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90
80 90
100 110 120 130 140 150
1090
1080
1070
100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X 1 5
lil_ NORTHBOUND . . . . . . . I . . RIW
1090 1090
'.':' .. : -7'f'-i----~~,,--7~---;-~~~~-;.,.--,--~· · ·. ·.··.····I---J_l·.··.······· l[l_·.··.··.········.··.····---······.···· _l·.··
1070j~:~J~i~1:I:1:r:t:L~L~:J:J~J~::~~1~~~~~~~~~~~~~~j~j~~~~~~~~~f ~~~~~~~~~~~~~~~~~~~~1:1:1:1~.I:.·· .. ······,;···~[:t:LJ:J:J:J:J~~~I:I~l:::: -150 -140 -130 -120 -110 -100 -90 -80 -70
1090
-150 -1'10 -130 -120 -110 -100 -90 -80 -70
1090
-150 -1'10 -130 -120 -110 -100 -90 -80 -70
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70
w I •
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
0
680-00 10
NORTHBOUND
0
679-00 10
lil_ NORTHBOUND . . . . . . . . I . .
0
678-00 10
lil_ NORTHBOUND
20
20
20
30 40 50 60 70
30 40 50 60 70
30 40 50 60 70
80 90 100 110 120 130 140 150
R/W
----J·1·.··.·····.··L··.······.····L·[•·.····.····J·J1·.··.·
80 90 100 110 120 130 140 150
80 90 100 110 120 130 140 150
..... J ·· · ···· ·· · . . . . R/W . . . . . . .
1090
1080
1090
1080
1090
t~~·=··:;;~~···;;:···'2· ::•::=z::;'::;==·=-"'4"'.b=o"~·=="i~0 ~'0~··-~ ...
0
4:;,:_":;;;o;;,r,=· "'."'·ee;:·· j~~--··········-=·•.· .. ·.1-..•...........•. ~.- .. · .. ·.•· .. ·._:············=··············~---•.· .. · .. · .. ·~=··············=· 1080
-60 -50 -40 -30 -20 -10 0
677-00 10 20 30 40
: . '':' '.;.
50 60 70
HATCH LEGEND ~ PHASE 1 CONSTRUCTION E'2'.2J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(04) SHEET NO. XO 1 6
NORTHBOUND R/W ·-1090
1080 1080
1070 1070
1060-f~--+~-i-~;.-__;~--i-~-+-~-i-~t----i-~---i-~-T-~+-~C----+~--+~-+-~;.----i~--i-~-+-~-i-~+---i~-+~--+~-+-~C---+~--+~-+-~;.-~c----i-~-+-~-i-~+---i~-+~--+~-r-~r---+~--i-~-+-~-i-~t----i-~-+~-T-~+---i~-+~--+~-r-~;.----i~--i-~-+-~-i-~+--1060
-1 0 -140 -130 -120 -110 -100 -90 -80 -70
1090
1080
1070
-1 0 -140 -130 -120 -110 -100 -90 -80 -70
1090
-1 0 -140 -130 -120 -110 -100 -90 -80 -70
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70
-60 -50 -40 -30 -20
-60 -50 -40 -30 -20
-60 -50 -40 -30 -20
-60 -50 -40 -30 -20
-10
-10
-10
0
684-00 10
lil_ NORTHBOUND !
0
683-00 10
lil_ NORTHBOUND !
0
682-00 10
lil_ NORTHBOUND . . . . . . . . . . . . . . . . . . . . . . . . ! . . .
-10 0
681-00 10
20 30 40
20 30 40
20 30 40
20 30 40
50 60 70
50 60 70
50 60 70
50 60 70
HATCH LEGEND E.SS] PHASE 1 CONSTRUCTION ~ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90
80 90
80 90
80 90
100 110 120 130 140 150
R/W ··-1090
1080
1070
100 110 120 130 140 150
R/W 1090
1080
1070
100 110 120 130 140 150
R/W 1090
1080
1070
100 110 120 130 140
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X 17
I•
lil_ NORTHBOUND 1090 !
1080
RIW 1090
1080
Ll£lLD-flf+-Pi4+-f-4-Lf~R+---i;--c-j~~---;i-c-;J;-+-±T~;J;1060 '"' . . . . . ,,, 0 10 20 30 40 50 60 70 80 -40 -30 -20 -10 1060 -120 -110 -100 -90 -80 -70 -60 -50 688+00 -150 -1 '10 -130
1070
lil_ NORTHBOUND 1090 ! 1090
1080 1080
1070
1090
Ii)_ NORTHBOUND ! RIW
1090
1080 1080
EJ_JJJJ TJJ+Wif~r¥f-4--c-r4-J--f-J± 14+M4--r-;r·+~~-.c"-~,060 ''~ ,,, ,,, 0 10 20 30 40 50 60 70 80 90 100 110 1 060 -90 -80 -70 -60 -50 -40 -30 -20 -10 686-00 -150 -140 -130
1070
1090
lil_ NORTHBOUND !
RIW 1090
1080 1080
1070
1060
-150 -140 -130
10· •I
1 DUNCAN BYPASS SOUTH CONNECTOR SHEET NO. X 18 STATE JOB NO. 20316(04)
STEPHENS COUNTY
1090
1DBD .:~·~·~-···-····-""' --------~ 1.076. 76 · ..
----------: ... ,",' ':' ~=::=?>--~----
····:·······:······· "''''"'!"'"''''':''''''"'
' . . . : ' ' ' .: ' . . ' ' ' ~ . ' . ; ' . .
109D
1D8D ........•...........• j····i_i·.··· ~ 1014.26
107D---j----,---j----;----t---.---r--,----j--,--;---,----j----;----t---.--;--,----;--,--r--,--r-----,----;---,----j----;---+--,---;--,----;----,---r--,--r----,----;----,--r--,----t---.---r--,-----j--c--j---,----j----,----j----,---;--i----;---i---+--,--l--107D -15D -1"1D -130 -12D -110 -1DO -90 -80 -70 -60 -50 -40 -30 -20 -1D D 10 20 30 40 5D 60 70 80 90 100 110 120 130 140 150
692-00
~ NORTHBOUND 1D9D ·!········:'''''"'('''''':·······: 109D
. . :F·uTU~E "cO~STR.~CTici~· .. ..... ~ .. ···~·~·~·~... : ffYP~ICAU:
s . IN'.A SUBSEQUENT -------------------- --· -·---· ---· __ . __ . __ . -~--· 1DBO 108D
. " ',, ' . i
1D70---j---,---;--,----;----,---r--,--r-----,----r----,--r--,----t---.---r--,-----i--r---r--,--;----,----r---,--r----;r----t---.---r--,-----j--,--;--,--j----;----;----,--r--,----;----,----r--,-----j--,----;---,----j----;----;---,---;--i----;--,--j---,----l--107D
I 10' •
-15D -140 -130 -120 -110 -1DO -90 -BD -70 -6D -5D -"ID -3D -2D -10 0 1D 2D 3D "ID 50 6D 70 80 9D 100 110 120 130 140 150
1090-
691-00
ST A. 690->85, END TYPICAL SECTION NO. 3B, BEGIN TYPICAL SECTION NO. 3C ON NORTHBOUND & SOUTHBOUND STA. 690->85, END PROJECT,
BEGIN INCIDENTAL CONSTRUCTION
~ NORTHBOUND .... ,. .................... ,.,..,,,,,,.,,.,,,,, .... I
: GRA0:1 NG_(~-~P_.i~_!_~>_.PR-OJ_E_Cl ~-· _i=i ""' -1090
-108D
1D7Dl~---,----r--,----+---,---+--,---+--,-----;--,--+---,----+-----,---t---r--t--;---t----,---+---,----r----,--+---r--+----r--i---,---j---,----j----,---+--r--r--r--+---,----+-----,---+--r-+---r----i----;--+---,----;-----,----r---r--+--C-----t----,--~11070
-150 -1"10 -130 -120 -110 -100 -9D -80 -70 -60 -5D -"ID -30 -20 -1D D 10 20 30 "ID 50 60 70 8D 90 100 110 120 130 1"10 150
690-00
~ NORTHBOUND ! "' "" -1090 . . ' .
: . : .
. , . ~~T·U~k. C0°N:S~~~2·T I ON:· -,---"7::'.""'"'"7'"-' :nYP..l;C.AU., .............. ,.. -1080
-1070
" -----~---__c_--~;____; _ ___:_ _ __,__----:------1
1070-t.~~~~~~~~~~~~~~---_;_~t-~~---~-i---:-r----~~~::.,.:::::-l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~j_--c-L~~--~ 1060-r----,---r--,----+-----,---+--r--j---;----j----,---+---,----;-----,----r--,----+---r---+---.--+---,-----j--i---+---,----;-----,--+---,----+-----,---+---.--+---r----i----,---+---,----;-----,--+---,----+---r---+--,---+------i---+--+---+--+-----..;---+-----l-1060
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -"ID -30 -20 -10 0 10 20 30 "ID 50 GD 70 80 90 100 110 120 130 1"10 150
•I 6ss-00
I HATCH LEGEND
£S'SJ PHASE 1 CONSTRUCTION l2ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(04) SHEET NO. X19
1100
1090
1080
' .. :~-~: __ ] _ _j__._~J__• __ ~:, ' .. !_. -· -· _.:.~. -:-~---~-· =-----~·::.:;
',,,,.: . .IL. 10£2 .. 3.5 ..
··························································. ~i- ..... ~~ lil.I NO_:~H~OUNO '-' 'V. ,,_. .
,,_o~·v .~00. . . . .,._r::? . ...
C?· :-2% '?'. -2% ~'?· -~% ' . ~ '
1100
1090 U:
----------------------------------1080
1070-+---i---+--i---+--i---r---,---;--i--;---,---;---i---+---i---+---.--+--i---r--,---;---,--r---,----t---;---j----,--+---.--r---,----r---,---;---,--r---,----t---;---j----,---+-,---r---,---r----,---r---,---;-----,---+---,--+---.--+---.---r-1070 -150 -140 -130 -120 -110 -100 -90 -80 -70
1090
1080 ------------------ -----
If_ 079.~5
-60 -50 -40 -30 -20 -10
.. ,-. .:;\:)'.,,.
0
696-00 10
lil. NORJHBOUND
J 0'>
,JS .. ~·····":>'!% .. ,,.,, .. ,,,,,,, .
20 30
__ : -.. ~.-.. -: .. -.-... h.~~;~.~·~·~·~-:-.. ~,_: ___ · ___ : ..... ] _____ _
50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070-+--i---+---.--+---i---r--,---;---,---r---;~---j---;--+--i---+--r--+--.----;--,---;---,---;---,---+---;--+---.--+--;---r---,---r----,---;---,----j---;--+--.---+---.--+--.----r---,---;---,--r---,----t---;--+--.---+--r--+--,---r--1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
1090
1080 ------.------------, - ------FL i:o1a. Os
-20 -10 0
695-00 10
lil. NORTHBOUND
I ~0
(\•
... (,'~~~-" ". <(. -4%
20
---------------
30 40 50 60 70 80 90 100 110 120 130 140 150
1090
1080
------------------------1070--l---i---i---i----i---i---.+---i--i---i---i---i---i---r---,--i---i---i--'---i---+---i--i---i---i---i---i---r---i---i---+--i-~---i---+--i--+-----i---i---i---r---i---i---i---i---;---i---i----i--i---i---i---i---i---r---i---i----i---i--l--1070
-150 -1<10 -130 -120 -110
1090
1080
, " • I
-150 -140 -130 -120 -110
w •I
-100 -90 -80 -70 -60
STR.(§) STA. 693+00.00 A022, 79.7' LT. UN PLACE) SMD, TYPE 2, STUB 16~ LF JO" RCP OUT RT. W/ CET,
,,,.: ........ : ........ : ....... ;, -. --.---:--·.···:·GRATE ·IE ·j0?6,2·6·
,,,: ........ l ..
-100 -90 -BO -70 -60
-50
-50
-40 -30
-4%
-20
~o ~
·O'?j·
'· '?' :-2%
-10 0
694-00 10
lil. NORTHBOUND
I ~o
'" .. , ... r<..o<o
0· • -'.'!%
---------------~------
-40 -30 -20 -10 0
693-00 10
20 30 40
--------
20 30 40
50 60 70
50 60 70
HATCH LEGEND ES'SJ PHASE 1 CONSTRUCTION l?Z.2J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90
80 90
100 110 120 130
100 110 120 130
DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316(04)
140
140
150
1090
1080 <
150
STEPHENS COUNTY
SHEET NO. X20
1100
1090
1080
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
1100
1090
1080
1070
-150 -1.:io -130 -120 -110 -100 -90 -80 -70 -60
1100
1090
.:~.-.-. -.: .~~+-• --! __ : ___ ] _0~.--~ -·~· ~:~· ._._.· -·. 1080
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60
-50 -40
-50 -40
''''' '''''[']'
-30
-30
~ NORTHBOUND
.. ....... ,,p,~'?~ ... """~~':'Cl,)~~~""" "'~-of' .. ~Oj . '"- .,, ~-' tp· !-2% S?j -2% tp· -fl%.
-20 -10
-20 -10
0
699-00 10
~ NORTHBOUND
~"' "' "·00;~'··
' S?·.
0
698-00 10
¢.;~· : 0rv· · d"
~ NORTHBOUND
'',''"\'b ,,.,,,,.,,,,,,OJ').· '''''t ··,·"·~~l\.rb" .._G ~(j
.·,' '~~%· ''"~·· ·:~2%· ' .. s:i~· '-2%' . ':~· -"!%
20
20
-------------------------·--
-50 -40 -30 -20 -10 0
697-00 10 20
30
30 40
' : .. ' "~ "
30 40
50 60 70 80
50 60 70 80
~----~-----
50 60 70
HATCH LEGEND fS'SJ PHASE 1 CONSTRUCTION
l2ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80
90
90
90
1100
1090
1080
1070
100 110 120 130 150
1100
1090
1080
=-'1--1070
100 110 120 130 140 150
1100
1090
100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY ST ATE JOB NO. 20316(04) SHEET NO. X21
1100
1090
1070
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60
1100 ........................ ·a .............. . @ iR
········~JJ
'·K 1090 "'i"· .. ,,,.I··
1080 . ,., ' . ' ' . ' ' ' ' . ' .. ' ~ ' ' ' ' ' ' . ' .. ' . ' . ' ' ' ' . ' ' ' ...... : ........ • ........ : ....... • ....... '.· ..... .", ..
1070
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60
1100
··················lbc-[\ ·x===·=:x= .. ~x=· I~r 1090 """' "" ., ""''' ""('·
1080 ! .. ,,,,:,.,.,.,.: ....... : .... ,.,,! .. ,,.,,:,,,,, .. : ... , .. ,:,,,,.,,: ..
1070
-130 -120 -110 -100 -90 -80 -70 -60 I 10· •
-50
' • ' • i '
-50
-50
-30
.~ ri''
''"'" ""Q;, ..... : tp· .
-20
~" "' a~ ',,,,,,.,.. ...
~' . '
-10
Ii_ NORTHBOUND ,,,.
I .~
.. ,., .. 1\9.~ ..... , :cp·
0
702-00 10 20
STA. 701 +76.00 A022, END APPROACH SLAB
30
STA. 701 <52.00 A022, END BRIDGE 'E', BEGIN APPROACH SLAB
1080
50 60 70 80 90 100 110 120
l RAMP D STR.NO.@ STA. 700+8'1.3 A022 (IN PLACE) 1 00 L, F. 43"X26" RCPA
Z 171.1' RT. w/ 2-CETs
130
1070_J -------- --------------------
1080
1070
~·~====~~~~~~~~~~~~~==::::::::::::::::::,,,._ Ii_ NOR{HBOUNO ::J ,~:,a~"~~ !~:."'~,f J~,,,~"~ Jl .... ..... ... ..... ... 1000-15+0-. ~-:-1T60-: l"Or-0..cl;.;·~''"' -'"-3r'Xo;2;c6;~8".co'""P"A-A;,.T_1;;,o~'-:"'.c.%~-.,-oro-.~-~2-1r0-. ~-~-~~'0_6-:~~:-'-.~-+..1060
''""""ET''""k'i''''"'E1' "f" ··~· CAUTION:!!!
··············~·····
TI ,,,,., ............ ,,,,,( ,,,., ••••••• 1 •• , • , •• ." •••••. ST.Al00t~33,WERH~AD ... .
-30 -20 -10 0
701-00 10 20 30 50 60 70
.. . .:.. ..... : ....... .:.. ..... '""" .: ...... :.
-30 -20 -10 0
700-00 10
STA. 699'42.00 A022, BEGIN BRIDGE 'E', END APPROACH SLAB STA. 699+18.00 A022, BEGIN APPROACH SLAB
HATCH LEGEND ESS.'] PHASE 1 CONSTRUCTION l2ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80
PO#ER CROSSING (4-WIRE:J UJN: ELEV..10941.0
90 100
90 100
······(··
110 120 130 140
110 120 130 140
DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316(041
1100
1090
1080
1070
150
1100
1090
1080
"' z _J1070 I u
"" " 1060
150
1100
1090
1080
150
STEPHENS COUNTY SHEET NO. X22
1100
1090
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
1100
1090
1080
-150 -1£10 -130 -120 -110 -100 -90 -80 -70 -60
1100
1090
1080
-50 -40
,"> ,,p lil. NORTHBOUND
· · · ·:.,_~0~.'. · · · · · · · · · · \ru~~: · · · · · ·! · · · ·;,.,rf~ro.1?'-.~.:. : s-i· _5503 : c;i·: +5.50% Pi· -t.50% :
-30 -20 -10 10 0
706-00 lil. NORTHBOUND
~· I ~()
.. "' ",,a,o;_,. :ip· -3.78%
. '':''. :, '. ': .. ' ,:. '' .:. '' ,:, ... :. '' .:, '' .:. '' ,:, '' j'
20 30 40
-------------~------~----------
-50 -40 -30 -20 -10 0
705-00 10
lil. NOR~HBOUND
l,o°"'~
20 30 40
1100
1090
1080
~- ':c=~=cc c=c --l-1 070
50 60 70 80 90 100 110 120 130 MO 150
1100
1090
50 60 70 80 90 100 110 120 130 MO 150
1100
1090
1080
1010-1-.---;---,--;---,.---r-T---r--,--;--,---;---,---t-.---;---,--;---,.---;--..---,r--,--r--,---;----,---t-.---;---,--;---,.---r-..--,r--,--;--,---;----,---r-.---;---,--;---,.---r-..--r--,--=::::::::;::::::;::::::;::::::;::::::::;::::=:::=-i_,o70 -1~0 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
704-00 lil. NORTHBOUND
.,,.~~~~ I .. .... a.OJ~frx) <p~ -2% :<p·
1100 1100
1090 1090
1080 1080
1070
1oso-c-,--r--;---T---;--,----;---T---;---,--;---i---r---T---;---,---;--T---;---T---;---i---,r---i---r---T---;----T--;--T---;---T---;---i---r---i---r--,---t--,---;--,---;----[--,--i---;----,,---;--,--+---i---i---,---i--.---i--T--i--i---,'--10eo -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 1"10 150
10· I • 703-00 HATCH LEGEND
£:sS:I PHASE 1 CONSTRUCTION l22Zi PHASE 2 CONSTRUCTION ...-.:::::::: FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
ST ATE JOB NO. 20316(04) SHEET NO. X23
Ii. NORTHBOUND 1100 .. ·1····~~"b~"·· 1100
' : · :ip•, ct.27, '
1090 1090
. f(lf'S, w I
1080 I 1080
I
1070 1070
1060 1060 -150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
709-00
Ii. NDRTHBDUND
1100 ' .. ~q0~ti'0 ":'. o"' b""°'~~ 1100 '''''''''''''''''''•'''''''''' '''"'''()..···
~TR .. N~~@] ST~·: 7os~J.s .. 9:_Ao2~. : oOJ . ·'
· · · \fl' ·~s:a'!. · .~::' tS.8'1, ' ' ,: ... ' 71;.~~. (IN PLACEl SMD, TYPE 2, STUB
1090 a4• RCP DU~ LT.:w; C~T.
1090 ·i···
tjR SMb AT ~TA. :1os+9a. 7
1080 1080 8
1070 1070
' ' !6~ . 2!1~: RCP ~AT. 1 iOO.% .
1060 1060 -150 -140 -130 -120 -110 -100 -90 -80 -70 ·60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
708-00
Ii. NORTHBOUND
o"' I o~"~, 1100 .. : a~?:. ' . 1100
' ·~· -\.2% PRES.RIW ('.,·: .s.8% .. I
.... :.J. 1090 I
1090
1080 1080
1070 1070
1060 1060 -150 -1'10 -130 -120 -110 -100 -90 -BO -70 -60 ·50 -40 -30 -20 ·10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
I• 10' •I 707-00
1 HATCH LEGEND
ESSJ PHASE 1 CONSTRUCTION
l2ZZJ PHASE 2 CONSTRUCTION --==::: FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316{04) SHEET NO. X24
1090
1080
1060
-150
1090
1070
1060
-150
1100
1090
1080
1070
-150
BR.(E)IL STA. 712+08.25 A022 (IN PLACE) 3-l'1'Xl2'X295' LG. RCB, SKEW 66° L.F ., 161.5' LG. LT. & 121.5'LG. RT.
ill_ NORTHBOUND
'b'O oOJ I 9:;9?0 r'\·
0ro'O· ,or:o
,oro "' ······························ ···············L",~% ··:·t;i>:···~5.8'f: ····~:···.;5'.S% .. ,¥i· ...... .
TOP OF SURFACING THIS PROJECT <TYPICAU
GRADING LINE THIS PROJECT !TYPICAL)
' . ' ' . ' ' . . ' ' ' . ' ' '
~==~=====~===~= ~,:,;,\= : ==~l-L ____ ._· __ ._c--U=~·····•·.i.· .. ·• •. · .. · .. ~ .....•......... ~.• .. · .. · .....•.... · .. · .. •.~~.·~·.·•.· .. · .. · .. ·.•.· .. · .. · .. ·.•.· .. · .. · .. ·.• -1 '10 -120 -110 -100 -90 -80 -70 -60
-140 -130 -120 -110 -100 -90 -80 -70 -60
-1"10 -130 -120 -110 -100 -90 -80 -70 -60
-50 -40 -30 -20 -10 0
712-00 10 20 30 40 50 60 70
STA. 711 +36.13 A022, END TYPICAL SECTION NO. 3C, END INCIDENTAL CONSTRUCTION
-50 -40 -30
-50 -40 -30
>So ~·
o" ' .~: ... ,:;5 .. 8%.,
-20
-20
". ~· o" '
ill_ NORTHBOUND
I cl:> o·
,cl' ~· -6.8% cp· -1.2%
-10
-10
0
711 +00
0
710-00
10
10
20 30 40
20 30 40
50 60 70
50 60 70
HATCH LEGEND ~ PHASE 1 CONSTRUCTION CZ2J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130
80 90 100 110 120 130
80 90 100 110 120 130
DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316(04)
1090
1080
1070 R/
PREI~ R/W I 1060
50
140 150
1090
1080
140 150
1100
1090
1080
1070
140 150
STEPHENS COUNTY SHEET NO. X25
1070
1060 ·. " " . "~ "
PR~1/}IW
I I
1060
1050-+---.--j--;-----j---,---+--r--r--,--+---,-r---,----r---.-+--r--i----r--+--,--r---,--+---,-----r--,----r---.--r--r----t---,----r----.--r---r----j---,-----r--,----r---.--r---.------t--r---r----.--r---r--+---,-----r--,----r--r--r----.---i-1050 -150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1080
1070
1060 -----~-----------~
-10 0
648-00 10
lil. SOUTHBOUND . . . . . . . I
20 30 40
'.'\'b ~·
. : . : ,61,/j. : ' : . : ' :
50
.. : ...... )~~.q,,.aQz ____ d?~----~·-·=1:.?o~ ~-!--: __ ! ___ : ~ ..................... , ..
60 70 80 90 100 110 120 130 140 150
1080
.... 'p ES. RIW
1610
. ·-·• ·_· ·_·• ·_·. -•. _ .. •~. I 1060
1050-+--i--+---i----t---i---+--r--ir---i---+---i--r----T----r--i--+--ir--T---i---r--,---;----,---+---,-r----,--+---,----r--,----t---.--j--,-----j----,---+---,-r----.----r---.--;--,---;----,--;--,-----;----,---+---,-r----,----r--i--+---i--t-1050
1080
1070
-150 -1'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
647-00 10
lil. SOUTHBOUND I
: : : : : : : . : . : : : : : : : : ] <.:irv
L_____:_~~====~::::::::=:;;.=~~~::t:::::~·~·" .. ·~····~·~···~·~·····~···~·.·~·•·•·~···~···.~····~.··.·~···~·r·.•·•~·•=•=••=· =• =• ·=· •=•=~=• =• =·. •====•·=•·~;r;··· ·~. ~~ff f I-2
po% ·--: ____._~--~--
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1060--+---i---+---i---+---i---r--,-----;----i----r---,----t---,--+----,---+----.--+---i---r--i--+---i---i----;--;----,-----j----,--+---,-----;----,---+--.--ir---i--;----,----;----,---+--,---+--,---;----,--r---,---j----;----t----,---+---i---+---i---r---,-+--1060
10'
-150 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1080
1070 ____:==----~ ·~· '---=CCCC _______ ~--~---~·~?~·~~~ .
-10 0
646-00 10
lil. SOUTHBOUND .I
20 30 40 50 60 70 80 90 100 110 120 130 140 150
PRES.RIW R/W .. r .. 1
1080
-y-":-/---':T/ --;i-:r---,-.• ;Lj ,,~-~.-~.-~ I 1070
'.;'
1060 --+---i----+---i-----i---c---i--+---i--ir---i---+---i---+---i---+---i--+---i---r----i--r---i--t--i----r---i---+---i--+---i--+--i----t--i-i--t----;--j----i---+---i---+---i---r---i--t--i-i--t--i---+---i---+--i---+---i--+---i--+---i--f--1060 -150 -1'10 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40
•I A.C, 0.00 S.F. v.c. 0.00 C.Y.
I A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT CA.CJ VOLUME CUT CV.C.) AREA EM8. CA.FJ VOL. EMB. +15% (V.F.)
cur /FILL TABLE
-30 -20 -10 0
645-00 10 20 30 40 50 60 70
HATCH LEGEND cs:::J PHASE 1 CONSTRUCTION l22'ZI PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X26
1070
1060
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20
1070 ""'"""""'""" """"' .. ,,,,.,, ...... ,,,,.,,,,,, .. , .. , ""'"'""'"'"'
1060 ,.,,.,,: .... ,.,,:.,,,.,,: ....... : .... ' . : ' : ' : ' : . : .
-:-~~:--:--:--:-·-:-:--:--:·-t~~·~· 1050
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20
1070
1060
1050
1040
-150 -1'10 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20
1070
1060
1050
-150 -1'10 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20
I• 10' •I A.C. 0.00 S.F. v.c. 0.00 C.Y,
1 A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.l VOLUME CUT (V.CJ AREA EMS. CA.F.l VOL. EMB. +15% (V.F.l
CUT /FILL TABLE
-10 0
652-00 10
lil. SO~BOUND .I .. ,o~.······.············
-4.00% :~· -2:00%
-10
-10
-10
0 10
651-00
if lil. %0UTHBOUND ,,,,,,, .. t.: ... ,,,, (
0 10
650-00
cF' lil. ~UTHBOUND J0''''•'''''''',''''''''•'''
0
649-00 10
20 30 40 50 60 70 BO 90 100
"""""'"" "'""" """:""'"'";""" ' ""':" -------------~~ : ... ~ ... : ... :.
20 30 40
20 30 40
20 30 40
-------,-,,---~~
50 60 70
50 60 70
50 60 70
HATCH LEGEND CSSJ PHASE 1 CONSTRUCTION l2ZZJ PHASE 2 CONSTRUCTION --==:::'.. FUTURE CONSTRUCTION
BO 90 100
BO 90 100
BO 90 100
110 120 130
110 120 130
k
110 120 130
110 120 130
DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(04)
140
140
140
140
150
150
150
150
107f'RES. R
I I
1060 I
1070
1060
1050
1070
1060
1050
10'10
PRES. R/W
10701
I
1060
STEPHENS COUNTY SHEET NO. X27
1070 1070
1060 1060
1050-j---i--+--i--+--i--+--i---+---i---+---i--+----i--+--i--+--i--+---i---+--i---i+----i---+---i--+----i--+--i--+--i--+---i---+--i---i+---,--+---i--+---i--+--i--+--i---+--+---+--i--+----i---+---i--,----i--+---i---+--i----l-1050 -150 -140 -130
1070
. : . : 1060 :~·~·~"
. : ' ' . ' : . ' ' j '
-150 -140 -130
1070
1060
-120 -110 -100
. . . : . . . ~ . . :· . . . :· . . . r . . : .... ~.~~·>·
-90
-.--. --. --.--
-120 -110 -100 -90
-80 -70 -60 -50 -40 -30 -20 -10
-so -70 -60 -50 -40 -30 -20 -10
0
656-00
0
655-00
10
10
20 30
20 30 40
50 60 70 so 90 100 110 120 130 MO 150
50 60 70 so 90 100 110 120 130 MO 150
. ,,,.,,,,.,,,,,,,,, . '"''''''''''''' '''. "''':········:········:·······:·······;·······'.·'''•'·:········:"'''''
...... : .. ~.t-~K~ : .. · ........ ! .... : .... · .. ·:· : .. ; ...
',,, '"!~·~·~" '":'·"'"'>"''":"'"":"""';""" '"""'(""'':""' :,,,,:,,,,i,,,,: .... :. ' ~--:._ __ :,,: : : : : . ·:·.' '.' ' '~~~-·· _· --~-· _· ·_: _· ·_·
1070
1060
1070
1060
1050-j----,--r--,---;----,---r--,----,r--,--+--,--r---,--+---.-+--;--t----,---+--,----,c--,--+--,--+----;---j----,--r--,---;----,---r--,----+--,---;--,--r---,--+---,-+--,--+---i--+--,----+--,---;---i--i---i--+--i--+--,---t-1050
1070
1060
1050
m •I
-150 -140 -130 -120 -110 -100 -90 -so -70 -60 -50 -40 -30 -20 -10 0
654-00 10
IP_ SOU~BOUND
: . : . : . : . : . : , : . : : . : . : . : . : . ·) .. ·;,_o~~: ................ ..
·. '"'! .• ~Ttrl °CT=J•• ••..• j •• i i I I~JJ'rf, .. }~
20 30 40 50 60 70 so 90 100 110 120 130 MO 150
. . 1070
1060
/ =t:;z:;J ·.
. :-:: '~<t~W-~c.•·~~.:· ___ . ___ _ .:,,,,: ... i. ,,-,-__ --- --
----~--
--+--+--+--i---+---i----r--,--r----,---+----,-+---,i---;----i--+--i---+---i---+---i--+----i--+---i--+---i--+---,-+--,--+--+----r---i---i+---,--+----,-+---i--+--i--+--i---+--i---+---i---i+----i--+---i--+----i--+--i--+--i----l-1050 -150 -140 -130 -120 -110 -100 -90 -so -70 -60 -50 -40
A.C. 0.00 S.F. v.c. 0.00 C.Y. A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.CJ VOLUME CUT (V.C.l
-30 -20 -10 0
653-00 10 20 30 40 50
q_ DETOUR
60 70 so 90 100 110 120 130 140 150
HATCH LEGEND
PRE
1 AREA EMB. (A.F.l VOL. EMB. +15% {V.F.l
I
bSSJ PHASE 1 CONSTRUCTION l2'ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
CUT /FILL TABLE STATE JOB NO. 20316(04) SHEET NO. X28
1080
1070
1080
1070
lil. SOUTHBOUND . . . . . . . . . . . . . . . . . . . . . . . . I . .
''""'~"'"'"'"1'"'""':""'"!""""':""'"f"'"':""""!"""':"""'[ : : : : ! : : : : : : : : : : : "" ~ .... : .... : .... : .... : ... : ... : ... : ... : .... : .... :. · ....... :. , .j ... , .. : .... : ... : ... : ... : ... : .... ! .... : .... : .... : .... :. . ·. ·,o"\t;y· .. :
---~-~~~~~ . . . . . . . • .. ~· ~-···· ..... ~ ·.·=.· -~.•---~.. ~ .. ·:::;T7c.•·:;···~~·.·.·.·~····~772···=··it•.•.·~3•.•:;· ~-.·~ .. · ·~· 2"#4·:'!)·.ob~.~-=l-~-;;•-;;:;-~;;2 .. 0~.cz~'.·~·2····=···=:···::• =-~Z7' q rn ••••••• • ••••••••••••• :....... l pETou •. R·· ... • • ~ ~~ • -~~~~::. :::::~~;:. =·• = .. =-:--=_,___:o~ .:=.:: . .:~:::::.~r=·"·"·~•=.=.:::;;=;;;;~=o:-="=~::::::::::::.:J~.~~~. -~.
-150 -140 -130 -120 -11 0 -100 -90 -BO -70 -60 -50 -40
. ' .. ·' '' .: .... '' ';.
-30 -20 -10 0 10
660-00
lil. SOUTHBOUND I ..
20 30 40 50 60 70
. . • . • . ,oo"~~ . • . • . • . • l D~TOUR
BO 90 100 110 120 130 140
: ' : .,,',,,,, .. ~ ... ~,00%''~'' 0' '~2:003' : . : '.,,,,,,,:,,,,,,,.',,,,,,,,:, ',,,',' ,,: ., .. ,;.1 .... : ,,.,.: ........ j ........ : ....... ~ ..... ,,;,,,,,.,~ ..... ,,: ... ,,,,,;,,,,,,,.: ........ : ........ , ...... ,!·······: .. . < :;zj;; ...... ·. s2=:z+=+ . < . Z&i.i;k;:,_;:;2i'¢;i;; .. :s• ;:;:::,~c=c=:zz:-'.'.: .. z/ .;:::A~··.~-··.·,,,,~~-..• ·:::·=:j·.· ·.·=· = .. =• .== .. =t°• = .. :-o~c;;:;. ::: .. ;:.;:=--:;::., .. •· ~~~-~=c_ ~~~
1080
1070
150
1080
1070
1060--t---i----r---,---r---i----r--,--t--,----r-----,---+---i-----r---,---r----,----r---,----r--,----r---r----i----;---+---.-----j----,---r--.----r---,---t--,----r-----;----t----;----j-----,---r---,----r---,----r---,---r---r----i----;----t---.-----j----,---r--.---+---,---+-1060
10'
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -10 0
659-00 10 20 30
l S~HBOUND q_ DETOUR
40 50 60 70 BO 90 100 110 120 130 140 150
10701-=---- .
1060~, I I ~-,---1~-,--I-~ -~-~~~~_,__··~·····~···.~q·~····-··~~···~~··~····~····~J~a~·~ili~··~~~~i;l~~·~~j~··~~~~.·/7··~~··/~F;~·~~···~····~····=~Fq-~··=-qq~··~~~-~~~-------- d1= -. --: --. : : : . : : ; : v~- : : : : : : -------------
-150 -140 -130 -120 -110 -100 -90 1 i i i I I i i i i
210
I i i 610
I I I 1 I ' I , I , I ' I , 1060
-80 -10 -60 -5o -40 -30 -20 -10 o 10 3o 40 so 10 80 so 100 110 120 130 140 150
1070
1060
1050
•I
658-00
······•··· ...•.. ···························.················.······························································~~~::~;.ND················~=·· -----~----· .. · .. · .. -.•. · .. · .. · .. ·.•.·-=----------~=~-~~222z±-±--r-r.·
1070 ' : '.'.'' '.' '."'' .. '' ,, .. '' '' '.''.''. '•'.'.'' ·:'.' ''.'.' ·:'.''.' '•''.'''' '..'' .. ''''' ''''.;'.'.' .. , ''.'.' ·.·'. ' .. '.''.''.'' ''.'" ,, ' • .... ·. ~.-.-.• -. -~~ .. ~~:~~----j-~~-=~~~ 1060
-+--i---;---i----t---i----r---i--r---i---r--i--;----i--+--i---;---i---+---i---+--i----;---i---r-i--;----;--+-.---+---i--+--i---r---i----t----r--+--i--r---i---r--i--;----i--+--i---r---i---+---i---+--i----,r---i---+---i---+---i~-+-1050
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40
A.C. 0.00 S.F. v.c. 0.00 C.Y.
1 A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.) VOLUME CUT <V.C.) AREA EMB. !A.F.l VOL. EMB. +15% (V.F.l
CUT /FILL TABLE
-30 -20 -10 0
657-00 10 20 30 40 50 60 70
HATCH LEGEND
E3S:J PHASE 1 CONSTRUCTION l?ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
BO 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X29
I•
PRES.R/W 1080
1070
1060
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -•o -30 -20
1080
1070 : ' .. ' ' . ,' ' ' ' ' ' ' ' ' : ' ' ' . ' ' . ' ' ' ' ' . ' ; ' .
1060
IP_ SQl/.i'HBOUND ....... 1 .. ,o~ .................. .
-4.24% ~\:::>· -4;243:
-10 0
66~-00
10 20 30 •o 50 60
1080
1070
1060
70 BO 90 100 110 120 130 HO 150
1080
1070
1060
1050-l---i----i---i---+---i---i---i--+---i--i------i--.;--i-----+---;----i---i---i---i---i---i--+--r---.,~-i----+---i---+---i---+---i---r---i--+---i--r----i---i~--;----j----;---+--i---r---i--+---i--+--i--t-----i---+---i---+---i---+--i---+---i---l-1050
10·
-150
1080
-150
1080
1070
-140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -•o -30 -20
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -•o -30 -20
-10 0
663-00 10
IP. SOUTHBOUND
L ~,,~o ,o
·::....·4:003 ·~\:::>·· · · +<853·
-10 0
662-00 10
IP. SOUTHBOUND
20 30 •o 50
20 30 <o 50
60 70 80 90 100 110 120 130 HO
60 70 80 90 100 110 120 130 HO
: ; : : : ~ : : : : ""..] "" "~~;~" :~--·: -~-++·~~~·-:---:--:----:.___j_"»-: : . : . : · : · ~-4,00% ~\:::>.""?'., - 2!00% · : · : · : · : · : ' : : ' : . It DETOUR
······· · .. ·· .. ~~~··_· ~::=sz:z~::z::z::zz:;z:z~~z ------ -- .... ==~L ~~~----7--~~~ ' . . '
150
1080
1070
150
1080
1070
1060 -l---i---r---r-~i----i---t---i--+--i--+--i---i---i---+---i---i--~~r-~--i---i--1---i---i---i---i---r---i--i---i---i--i---i---+---i--1----i--+--i---i---r---i--i---i---i--i---i---i---i--1---i---i---i---i---~--i---i---i--T--i~1060 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50
•I A.C. 0.00 S.F. v.c. 0.00 C.Y.
I A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.) VOLUME CUT CV.CJ AREA EMB. (A.F.l VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-•o -30 -20 -10 0
661-00 10 20 30 •o 50 60 70
HATCH LEGEND ~ PHASE 1 CONSTRUCTION EZ2J PHASE 2 CONSTRUCTION -e::::::: FUTURE CONSTRUCTION
80 90 100 110 120 130 HO 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(0..:J) SHEET NO. X30
1090 1090
1080 1080
1070 1070
1060 1060
1050 1050
1040-J-~--..-~-r-~i----;~-,~-r-~.-~r-----,~---r-~--,~r-----,~---r~--,~-;-~,-----;~-,~--r~.-~r----,~---r-~--.~r--~,----;-~--,~-r-~,-----;~-,~--r~.-~r----,~---r-~--.~-r-~,----r~--.~-r-~,---,r---,~--r-~-,---~-r----,~---r~--..-~-r-~,----r~---.~--r-~.-~r-1040
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
1060
1050
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1080
1070
1060
1050
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 10· •I A.C. 0.00 S.F. v.c. 0.00 C.Y.
I A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT <A.C.l VOLUME CUT <V.C.J AREA EMB. (A.F.l VOL. EMB. +15% (V.FJ
CUT /FILL TABLE
-10 0
667-00 10
~ SOUTHBOUND . I
. " ..,,, ...,Ci. '
.... ,.!.7'.7.·.~?~ :Qi• ·-7.BQ3 ~:.
-10 0 10
666-00
~ SOUTHBOUND
~ ,o PRES. RI ...,oi.rcr
~e·.·533·. ·M~· ........ ·.::0:·533· ....
-10 0 10
665-00
20 30 40 50 60 70
20 30 40 50 60 70
20 30 40 50 60 70
HATCH LEGEND CSSJ PHASE 1 CONSTRUCTION E2Zi PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
1090
1080
. P~ES. fl/W . I •· 1070
I .·. I
1060
.... j_ .. _._.: J_._:~. 1050
80 90 100 110 120 130 140 150
1080
1070
1060
1050
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO, 20316(041 SHEET NO. X31
I•
lil. SOµ;pHBOUND ............ , ... ,o'?.~: ................ .
-7.803 ~~· :-7,893 . 1090 1090
1080 1080
1070 .... , ""'' •'"" ""'" "' 1070
····zz·············· ··•····~·········· ' ' : ' ' . : . ' . . ' ' ' . ' ' ' ' ' ~ ' . ' ' ' . : ' ' ' . ' ' ~ ' ' ' ' . : ' ' ' ... ·: ... ' .. .. . ' . .
: . : ' ' . . : . -'-"'"".C'°-'2-'-'-'C•C'L:..:_~---(--~---"--~~'---'--L--+.L-"----__L_-,"--"'-i--L,---'---;~___,-~,-.L---,-~~/--c4--C~---<----"-;--L--,~+--'----~·.,-•_ • .... •. •· •. ~ .. -~-e---"-;~-~---;--~--,~--·,_-·~·-· • •. ' ···--"---,-"~"-~
1060 1060
1050-'----i-----r---i---+---i---+----i--+--i--+---C---i--i--;----i-----r---i---+---i--+---i--+--i--r--.'----i---i---+---i---+---.---+---i---r----i--+--,---r---i----t---i---+---,---+---i---r---i---r----,---;---,---r---i----+--,--+---i---+---.--~1oso
10
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
1060
-10 0
670-00 10
lil. SOUT_HBDUND .. ! .. ·~ocqry~ ... ·:·· ..... ·.· ..
.-,7,~0.3, -~~· .. -7.893
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070
1060
1050-+---i---+---r--+---,---+---r--t--,---r----,----t--,--;----,--r---.---+---,----;---,---j---,---jC---;--;---,--+--,----r-----.---r---.--r---,---t---;---j---;--;----,--+--,--+---,----r---.--r---,---c---,---j---;--;---,----+---.---+--,--+-1050 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1040
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20
•I A.C. 0.00 S.F. v.c. 0.00 C.Y.
1 A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT <A.C.l VOLUME CUT (V.C.l AREA EMB. (A.F.l VOL. EMB. +15% <V.F.l
CUT/FILL TABLE
-10 0
669-00 10
'"'''' ...... ry~ ... ,,,,,,,,,,,, Ii_ 8,§l8THBDUND I ' · ·3 · ~ 't8b3' . ~9i·· ' '.""' 7·89' . : .
-10 0
668-00 10
20
20
30 40
30 40
50 60 70
50 60 70
HATCH LEGEND [S'S3 PHASE 1 CONSTRUCTION ['.2Zj PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X32
1050
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
1060
1050
-TI5!ID -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
1060
1050
-150 -1"10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
I• 10' •I A.C. 0.00 S.F. v.c. 0.00 C.Y.
1 A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT CA.CJ VOLUME CUT (V.CJ AREA EMB. <A.FJ VOL. EMB. +15% CV.F.l
CUT/FILL TABLE
Ii_ SOUTHBOUND
. . ~4663 J~ ~o"'~"':oo3
-10 0 10
673-00
Ii. SOUTHBOUND .,,,,.
-4.'6¢3
I .,~ · ·~\3' ':':~. :·"'"'~.s93·. · ·
. " ~ .
' ' ' . ' .
-10 0 10
672-00
Ii. SOUTHBOUND
I ,,.
~ ,o"'
:-5.893 :(:)· ,. -5.B93
-10 0
671-00 10
20 30 40
20 30 40
20 30 40
50 60 70
50 60 70
50 60 70
HATCH LEGEND £SS.:I PHASE 1 CONSTRUCTION EZ2J PHASE 2 CONSTRUCTION ..-::=:::::_ FUTURE CONSTRUCTION
80 90 100
80 90 100
80 90 100
1090
1080
1070
1060
1050
110 120 130 140 150
1090
1080
1070
_: __ . __ : _. 1060
1050
110 120 130 140 150
1090
1080
1070
1060
110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316{04) SHEET NO. X33
I•
1090 1090
1080
1070 1070
1060-f~---T~-+~-i-~--r-~-i-~+-~-i-~t-~i--~r-~'-----i~--i~--+~--i-~-+~~~--r-~-i-~+-~-i-~t-~i--~r----i~--+~---T~-+~~~--r-~-i-~+-~-i-~t-~i--~r-~-i---i~~~--+~~~-+~-i-~--;-~-i-~+-~-i-~t-~i--~r----i~--+~--i~--+~--i-~-+~-i-~--r-~-i-~+-1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
-10 0
676-00 10
!!_ SOUTHBOUND
Lc~"~:,o·o··· · :-4.00% . ' ,t., O,
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070
1060-f~--i-~-+~-i-~-;-~-i-~+-~-i-~t-~-i-~r----i~--+~--i~--+~--i-~--r-~~~-r~-i-~t-~i--~r-~-i---i~--i~--+~~~-+~-i-~--r-~-i-~+-~i--~t--~-i-~r-~~--+~---T~-+~--i-~--r-~-i-~-r~-i-~t-~i--~r-~i----i~--i~--+~--i-~-+~-i-~~~-i-~-r~-i-~+-1060
1090
1080
1070
1060
10· •I
-tso -140 -130 -120 -110 -100 -9o -80 -10 -60 -so -4o -3o -20 -10 o 10 20 3o 40 50 so 10 ao 90 100 110 120 130 140 150
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
A.C. 0.00 S.F. v.c. 0.00 C.Y.
1 A.F. 0.00 S.F. V.F. 0,00 C.Y.
AREA CUT (A.CJ VOLUME CUT (V.CJ AREA EMB, (A.F.l VOL. EMB. +15% CV.F.l
CUT /FILL TABLE
-10
675-00
II_ SOUTHBOUND
I '/;~
·.rp•~0~··"'"'2:·003
0
67"1-00 10 20 30 40 50 60 70
HATCH LEGEND £S'S3 PHASE 1 CONSTRUCTION l22ZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
1090
1080
1070
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X34
1090
1080 .... : __ . __ ..
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
.. .R/W
1080
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080 . • .. R[ . : . • . ' : . : . : . : . :
·~··-·~-=-=~~LL-- b==-····· 1070
1060
-150 -140 -130 -120 -11 o -100 -90 -80 -70 -60 -50 -40 -30 -20
I• 10· •I A.C. 0.00 S.F. v.c. 0.00 C.Y.
1 A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT CA.CJ VOLUME CUT CV.CJ AREA EMB. CA.F.l VOL. EMB. +15% (V.F.l
CUT/FILL TABLE
Ii_ SOUTHBOUND
....... 1 : '"'
: : or:qri.,· ' ' ' • ' • • ,: ' !\, I ' • ' : ' ' • : '
-10
+1.QO% ~<p· ·+a.06%
0
680-00 10
Ii_ SOUTHBOUND "'" .. 1 ~fl
,o~ .+1.00% ,~· ·:+a.co~·
-10 0 10
679-00
in_ SOUTHBOUND ,,~
"'""" "'"""" I . <:J>"' ' .
.. . . . . :.~?·~~~-~~·. :-1;-q.;5f%
-10 0 10
678-00
Ii_ SOUTHBOUND
I "" .,~· ,o.'. :-4.09% ~ <p· :+2.9~%
-10 0 10
677-00
20 30 40
20 30 40
20 30 40
"'"
..
20 30 40
1090
1080
50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070
50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070
1060
50 60 70 80 90 100 110 120 130 MO 150
1090
1080
1070
1060
50 60 70 80 90 100 110 120 130 140 150
HATCH LEGEND (SS3 PHASE 1 CONSTRUCTION ~ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(04) SHEET NO. X35
R/W
I
I•
1090
1080
1070
"150 -140 -130 -120 -110 -100 ·90 ·80 -70 -60 -50 -40 -30 -20 -10
1090
1080
1070
-150 -140 -130 -120 -110 -100 -90 ·80 -70 -60 -50 ·<O -30 -20 -10
R/W 1090
1080
1070
0
684-00 10
II. SOUTHBOUND I
20
' ...... : ....
0
683-00 10
11_ SOUTHBOUND I
20
30 <O 50 60 70
30 <O 50 60 70
1090
1080
1070
80 90 100 110 120 130 140 150
1090
1080
1070
80 90 100 110 120 130 140 150
1090
1080
1070
1060--+~~~-+~~~-r~~~-;--~~~r-~~~1--~~--i~~~-+~~~-+~~~-r~~~-r-~~~;--~~~r-~~-T~~~-+~~~-r~~~-;--~~~r-~~~r-~~--+~~~-+~~~-+~~~-r~~~-;--~~~r-~~~r-~~-T~~~-+~~~-r~-i-~-i-~~~-1-1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 ·30
1090
1070
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 ·50 ·<O ·30 10' •I A,C, 0,00 S.F. v.c. 0.00 C.Y.
1 A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.CJ VOLUME CUT CV.CJ AREA EMS. <A.FJ VOL. EMB. +15% <V.FJ
CUT /FILL TABLE
·20 ·10
·20 -10
0
682-00 10
SOUTHBOUND
0
681-00 10
20
20
30
30 <O
50 60 70
50 60 70
HATCH LEGEND E.s'SJ PHASE 1 CONSTRUCTION l2'Z2J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
1090
1080
1070
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(04) SHEET NO. X36
SOUTHBOUND
1090 1090
1080
1070 1070
1060-t-~-i-~+-~i-----t~--i-~--r-~,--~;----,~-;-~-,--~i-~.---j~--i-~-r-~,-----jj-----,-~--j-~,---~;----,~-;-~-,--~+-~.--c~---,-~--r-~,-~r---.~-r~.---~;--.~-r~-,-~-r-~.----t~---,-~--r--~+-~j----,~---;-~-,--~r-~.--c~---,-~-r-~,--.r----,-~-r~-,--~t-1060
-150
1090
1080
1070
-150
1090
1080
1070
-150
1090
1080
1070
1060
-150 10· •I
I
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30
···,· ,,,,, .. , ..... , ..... , ......... , ........ ,.,,.,, ..... ,,.,,., .. ,,., .. ,,.,, .. , .. : : : : : : : : ' : ' :
-20
-20
-10 0
688-00 10
fil_ SOUTHBOUND . . . . . . . . . . . . . . . . . . . . . . ! . . . .
-10 0
687-00 10
SOUTHBOUND
20
20
30 50 60 70 80 90
30 40 50 60 70 80 90
--. ----. --,~.-.. -... -,-.... -..... -.... -J--... -... "'.•.c-7-±--rC-7~"'"'7"7CC77C"?Cc~-'"'"7"'"~·-rcc7--~'~"""·~-~-'-r·~-7~r""7;"7-"'7~'.~'Tf-""T--r~7"7-"-or-"7--7~'~~-~~-~~-~77
-140 -130 -120 -100 -90 -80 -70 -60 -50
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50
A.C. 0.00 S.F. v.c. 0.00 C.Y. A.F. 0,00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.CJ VOLUME CUT (V.C.)
AREA EMB. (A.FJ VOL. EMB. -t15% CV.F.J
CUT /FILL TABLE
-40 -30 -20 -10
-40 -30 -20 -10
0
686-00 10
fil_ SOUTHBOUND .J
0
685-00 10
20
20
30 40
30 40
50 60 70
50 60 70
HATCH LEGEND fSS3 PHASE 1 CONSTRUCTION
l2'ZZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90
BO 90
100 110 120 130 140 150
1090
1080
1070
100 110 120 130 140 150
1090
1080
1070
100 110 120 130 Ho 150
1090
1080
1070
100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(04) SHEET NO. X3 7
1090
1080
~150 -1-'10 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40
1090
1080 ... """'"""""' "•'
1070
1060
-150 -1'10 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40
I• 10· • I A.C. 0.00 S.F. V.C. 0.00 C.Y.
I A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.l VOLUME CUT (V.CJ AREA EMS. !A.F.l VOL. EMS. +15% fV.F.J
CUT /FILL TABLE
-30 -20 -10
-30 -20 -10
lil_ SOUTHBOUND ........ L
0
690-00 10
SOUTHBOUND
0
689-00 10
20 30
20 30
50 60 70
50 60 70
HATCH LEGEND ESS:J PHASE 1 CONSTRUCTION l2:2ZJ PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
1090
1080
80 90 100 110 120 130 140 150
1090
1080
1070
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(041 SHEET NO. X38
1120
BENCHMARK 220 2" ALUMINUM CAP STA. 695+12.54 q;_ SURVEY, 441.49' RT. -ELEV-. = 1066-.568 BENCHMARK 221: "X" ON NORTH END HEADWALL STA. JQO+Ti'.3J_ t_SURV_EY, _ _738_.3Sf_RT. ELEV. = 1059.136 BENCHMARK 222· 2" ALUMINUM CAP -sTA_ 700+36_ 18 -ii:_ SURVEY, 224.16'- lT ELEV 1077-264
111 0 f-B_E_N_CH_M_A_R_K_2_2-,-, _8_0_0-. -NA_C_ .. -'"-.-P-DW_E_R_.-FO_L_E _ _,
STA. 700+21.31 {SURVEY, 1394.99' LT. ELEV.= 1103.709
1100 A021 : V.C. = 830'
K = 162
'--~~~~-~A~02~2~,v~·~C~.,,C-~1~1~30~'-~~~ 1090 ,- K 230
EXIST. GROUND LINE AWNG !fl_ SOUTH N-5 RIWP (/JD2!!
0 0 + 0 en <D
~ Cl) = 0 u :_:__j
<[ ~
z w Q u = z l5 w m
C\J C\J 0 <[
1 080 F==F=l=N=l=SH=E=D=G=RA=D=,========oc===~~J
1070
1060
1050
1040
1030
685+00
AT ~ S-B (A021)
N 0 ~ N
ro 2'~ + w WO ro -w
> - w > ~ ~w
6
N 0 ITT
8 9 690+00
~
u w --:J 0 Q' Q_
ro 0
N N 0 0
ro ro 0 0
2
0
::: 0
3 4
0 0 + L{)
en <D
R/W
30" RCP
695+00
18, T-1-S, R-7-W
STR .:NO. <J) STA. 699+21, 1 A022 CONST. 6' 1-.D.--MANHOLE 2-12.2= RT. STUB ioo:L.F.- 36" RCP TO OUTLET CET AT STA. ?99+9B.6 A022, :344.~)' RT.
mm 0 0
::; 0
mm ro ro ~ ~ mm 0 0
::; 0
6 8 9 100+00
:ii 0
20+00 OBTAIN
UTILITY EASEMENT
• 0 R/W
TOP OF CUT
0 0 + 0
r-
REV. NO
REVISIONS DESCRIPTION DATE
PRES.R/W
SEE SHT.N0.26 FOR MORE DETAILS OF RAMP C & D CONST.
SEE SHT.N0.27 FOR MORE DETAILS OF SEMINOLE RD. CONST.
c=~C>'i--,C'i'"-'2'-._ R/W SEC 7, T-1-S, R-7-W OBTAIN UTILITY
EASEMENT
O~~ ~;rj
UNDERGROUND TELEPHONE UNE CROSSING AT STA.28+45
STA.28+97.30 30" X 7CY IREMOVEI 4 CGMP WITH CONG.END SECTION 5.0.[ 31.?<Y LT. WEST FL ELEV.= 1061.41
~L STA.28+52.00 30" X 41' (REMOVE) CGMP WfTH CONC.END SECTION SD.[ 20.20' RT. WEST FL EL£v'.- 106/.49
EAST FL ELEV.= 1060.2? 1
BARN EAST FL ELE.V.= 1061.41
STR.NO.@ STA. 160+74-,4 A022 CONST. 100 L.-F. 43"X26"--RCP-A 268.48'LT:. w/-2-CETs
STR.No.-@--sTA. ·160+84:.3 Ad-22 CONST. 100 L.F. 43"X26"·RCPA 171.-l'RT~ w/ 2-CETs
-1. 7';32%
STA.29t/4JO 3(j' x 4?' (REMOVE] I CGMP WITH CONG.END SECTION 5.0.[ 2050' RT.
BR;(D THREE: SPAN (60'~90'-60'1 P.C. BEAM BR]DGE :WITH:44'-{):" CLEAR ROADWAY-AND :42" F~SHAPED PARAPE1S, l ~T STA. 7G0+47~00 A023
BR.:(Dl:STA.: 712+08.25 A022 CONST. 3-14'X12'X295' LG:. RCB, SKEWED 66° L;.F.-, 167,5'LG.--lT. & 127. 5' LG. RT.
BENCHMARK: 224: BOO: NAIL JN 8" :WOOD :POST STA. -712-+69.29 _q;_ SURVEY, 1343.76' LT, -ELEV. 11-00.63-8
~ 63 "~--fA~D~2~3~' ~v~·~'~·~~~s~s~o~·~· ~K"'"'o'-"2~6--'"1 g:; gj ...,- A021: V-.C. ~ 845'-, K ~ 265 ~S:: ~ A022: V.C. ~ 855':, K ~ 268
>> WW
ci LJj ci BR. F 3--l4'Xlt"RCB- EXT .. 52'W. IF-UTURE .c1;msi: .-l I[_ l 056.. 56 -w. AT SJA. 713+02.2 A022, ]96.3'LT.
BR •. .F NE.W:.3.-1A'.X12'X2-95' .RCB fl 1056.40- w. AT STA. 712+79;68 AD22, 151.28'LT.
I[ 10:S5.52 E.
1120
1110
1100
AT STA. l11+58;.82 A022, 115.S:6'RT. 1090
1080
1070
LISTED FINISHED GRADE :ELEVATIONS WITH MA~KER ~e· HAVE COUNTED IN THE EFfECT :oF -clJRVE LEN GT-HS & : SUPERELEV.ATI ON, ADJUSTED FROM THE VERTICAL- CURV:ES SHOWN :IN THE DRAWING;
2 3 4 705+00
0 ro
::; 0
6 8 9
110+00
• • ~ m 0 ~
m 0
::: 0
• • ro o ~ ro
2 DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316(23)
0 ro
• • 0 N m
3
m ro ~--
0
• • om Nm
1060
~ 1050
•• ~ 8 1040
4 115+00 STEPHENS COUNTY
SHEET NO. 23
1120
1110
1100
1090
1070
1060
1050
• • •
~~
KJ [if ~~
lf'.l·m· ~~
' ' ~~
;::::;::::
BENCHMARK 224;' 800 NAIL 'IN 8" WOOD 'POST STA. 712-+69.29 q;_ SURVEY, 1343.76' LT. ELEV-. = 11 00,638
A023: V.C.
A021.: V.C. A022: V.C.
850' . K = 266
845' ' K. .= 26.5 855' , K = 268
EQUATIONS ON HORIZONTAL ALIGNMENTS: STA 118+74.1104 BK A021
=STA 718+08.32 AHO A02l STA 118+85.1259 BK A022
=STA 118+59.5627 AHO A022 STA 1lBt79.6482. BK A023
=STA 718+59.5621 AHO A023
;:;:;;;:; ~ 00 o;J -- 0
8~ ~N ·-N"' r<:l 00 N ~~ 0
~~ ~
~~ ~ ~ (\] r<'J'<!" + 0 ~
• •
SEC. I T-1-S, R-1-W
0 0
SEC. 7, T-1-S, R-7-W
BR.@ FOUR ·sPAN 1135'-200'-zlJo·-1~·1 STEEL PLATE GIRDER BRIDGE W:ITH 38'-0" CLEAR ROADWAY AND 42" F-SHAPED PARAPETS, l AT STA. 7S7+34.l)O A022
sTR.No.@ STA. 1=35+82.0 Ao21. CONST. 130 L .. F. 3;6" RCP. 58;'LG. LT. & 12'LG. RT. :W/ 2~cETs
STR.ND. ·w··sTA. 73:7+21;9 AOt'l, CONST 6'X4:'Xl 41 . O' LG. RCB 120°:sKEW R. F .), 85.2'-LG. lT. &- 55.S'LG. RT. CONST-. INLET HDWlL. AT STA. 737+57.5, '11..0'RT:. &--ourlEf-·l-IDWll; AT·:STA J36+-79.·t;· :r0.6':tT·.
.-i-t •. "399_% lAOZtl
- 93 \A0221 ~ +\ · 9 93°_ \AOZ;)\
+"\. ;39 0
FIN I SHED GRADE AT ~ S-B iA021l
EXIST; GROUND UJJE ALONG [_ US-815.CONNECTION (jJ()23!
BENCHMARK:2Q1· 2" ALUMINUM CAP
SEE SHEET NO. 31 FOR MORE INFO ON DITCH CONSTRUCTION
STA. }21-+92:02 q;_ -SURVEY (A001l, 152.35' RT. (OR· STA. ·730+86.66 Ad22, 1685.1-6·' ·RT. l ELEV 1076.517
FIN I SHED GRADE AT ~- N-'B· iA.022l
N 0 ~ ~ ~
0
':;? ;::::; m -N~
> -w > ~ ~ w
EXIST. GROUND LINE ALONG /Ji:US-.8/:IY. W-.5 RAMP .CA02.IJ.
N N 0 w """0 ~ ~ ~. ® 6 «:;;1; 36' R:CP ~ G'i gj :sen 1Js+s2
T:;~;;~~~~~~~u~~ ~~----2J+~ !021
~ w 0 ~3:ilio69 .. Js v.c.~103-0· ~ ,_G:ill.1068.70
CN~D_T_E-,~~~~~~~~~~~~~~~~~~~ K ~=231 >..:.J &: UNLESS OTHERWISE NOTED Ol'J CROSS-SECT I ON SHEETS, a_ w -1 ~ IF . .F 1-N.1 SH.EIJ .. GRADES. QF .. +HE .. CQNNECTOR .. SHO.WN 0 I 0
ON THl;S SHEET HAVE C:ONFLtCTS /\MONG ti. 2~LANE z o
~~ ~ :'.'.: :'.'.: <'--r-' ('-
2-WAY :ROAD·(A0231, ~ ·S-B (A0211.- AND:~ N-B (A0221, @. · · o:: ..,. G:I VEN ;DES·I GN ·GRABE AT ~·ROAD· JA023i WI TK· DE-S-l:GN !EEXl.ST. 56" BCP w ':;; SUPERELEVATION SHALL· GOVERN ON GRADES AT INLET ff. 1010.19 Rf. a_ :£5
c,.; L-ISTED F·INISHED GRADE ELEVATIONS WITH MARKER ~-e· HAVE ~ COUNTED IN THE EFFECT OF CURVE LENGTHS & :sUPERELEV/\TIDN;
w z LL ADJUSTED FROM THE VERT I CAL CURVES SHOWN 1-N THE DRAW I NG. ti: ROAD, AT·~ S-B, A"f ~ N'-B AND CROSS SLOPES' OUTLEr ff. !069.65 RT. o..>i r--
> -w >~ ~ w
~ ~
v c. -~ 1200'
~ K ; 4.00
1040 ~
1030
•• ~~ WO
~w WW 00
715+00 6 7 8 9
• w 0 0 ~
m ~ ~ ~ 0 0
720+00
mm 0 0
2 3 4 725+00 6 8 9
~ N mo 0
730+00
~
mo 0
2 3 4 735+00 6 8
~ ~ ~ m
REVISIONS DESCRIPTION
SEC. T-1-S,
BENCHMARK 225: 800' NAIL IN 8" 'WOOD :POST STA. :73544.26 [;SURVEY, 583.74' LT. ELEV. 1 072-.677· BENCHMARK· 226: CUT· BOX ON EAST ENO OF HE.AD:l'/AL.L .. · ..... , _EL.EV .... = .1.07.7,07_3 STA. :738-+66.32 I[ SURVEY, 0.54' LT. BENCHMARK 227: 2" ALUMINUM CAP S·TA.-:739-+52.98·!ii: SURVEY; 687.75' LL ELEV. 1 088.915
N N 0 ~·~
w ~
~ -+.·o
Fl NI.SHED :GRADE AT ·!B; N·-B :(A022;"1
-J.~o2% . .iA022J
EXIST. GROUNDUNE NfJNG [B· us-at N. S-W RMf? ( A022J
DATE
12 R-8-W
0 0 +
"' ~
1120
> 1100 ~
1090
1080
1070
1060 N -~ - v . =30 '
~ 0 N 0
~ >
~w >~ ~ w
:': 0
K := 102.1
1050
;;J ~ l 040
w ~~~~~~~~~~~~~~~~~~~~~~~~~ 6 ° 740+00 2 3 4 745+00
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY 9 STATE JOB NO. 20316(23) SHEET NO. 2q
ST A. 735-1-90 TO
146+\2 A02\, CONST· PAVED DITCH RT·
(MODIFY & LEAVEI STR.NO.@ST A/51+4?.00 EXISTING 6' X 5' X 135.B' re_ RDY R.CB. "X" ING _rt 110.8' LT.& 25' RT. LT.FL ELEV.- 7073.81 RT.FL ELEV.= 1074.75 DA - 66.0 /JCRES Q
0 + LlJ LlJ
;:: l_!r~1~aE~R~o~PC~ICf:::::;::;;;,:;f+J"fll?-ppEs.R/W
<r: 1-(f)
1130
1120
1110
1100
BENCHMARK 203: 2" ALUMINUM CAP STA. 159-+90.24 q;_ SURVEY (A001), 196.78' RT. <OR STA.·755-+92.73 ·A022, 93.12' Rl. l ELEV. = 1087.446
FINISHED GRADE AT Iii N-B (A0221
STR .:NO. @ EX I ST. 6'X5'X 135 8' LG·. RCB: STA. 7l\9+5.8.0 A0.2.1~ 21..-.0' LT: .OUTLET; STA. 750+32. o: A02J:, 92 ~9' RT; DR STA. 75'1f23.5:A022:, 14L9'LT.INLET. REMOVE HDWLLS·. & 27' LG, RCB: RT. EXTt:ND '17. 7' LG. 6'X5' .RCB l T. &. CONST. HDWLL. AT·QUTLE.T ·STA; 749:+32:2· A021, 6t::O'L"f:.
r-~~-----'V~-~C~·-0~5~0~·---------,.~ gjlr----- K=::237 N~ ·~r-O·g N'<l'"1' 0 . ~ EXIST. GROUND LINE =ALONG ~ ':g m mo [jj_ US-81 N. S-W RM!P !A022! :5S ~6 ~~? ~~~ ~ -~ LJ) .,,-;
PRE.J.R/W UM/TS OF NO ACCES
SEC, 12, T-1-S, R-8-W
STR:NO.@ STA. (50+19.8 A021, ·73.T;RT. OR. STA . .154+1.9 .. 0 Ji0.22. 164 .. 2' LT.. CONST. DROP INLET :AND 6'X5'X:192.8' LG. RCB·& HDWLL. AT INLET STA. :75Ll+l9.0 ~022, 33.G'RT.·
STR,NO.@ STA. 754+°31.2 .A022 CONST. SMD- TYPE 2,: 51. 2' LT. STUB·6 L.F·; 24~ fl"CP··~NTO RCB
BENCHMARK 204: 2" ALUMINUM CAP STA. :177+82.31 !{:SURVEY (Ab01l, -181.10' LT (IJR STA.·774+36.21A0221159.1G'·Ll.:J ELEV; - 1091.158
F l:N I SHED GRADE AT: Iii N,-B IAG22l
-J.Go2x 1 FIN I SHED GRADE . A022!
AT [ EXl.ST.2-lANE • ~ _G'.jt;L_ BY ASS !A007!-~ ~ uJ
+l. 2St%l~0211 : : : --~-
-1-0·. SO % tA0.2.1 l
1080
AT Iii S-B IAD21.l
+O 500% \A02ll _ -----~_:__· __ - -·- ~ ---- ..,...~~ =:;:--o-soo%· tA0211 ---- ~-~ . t' -~-
N AWNG fJl US 81 I 11 ~ 01 NW S RAMP (A02!! I _ _ ______ _
--"~!ST. GROUND L!NE1I1 -,fl _____ --0
- IL 1073.48 ff.. 107381 ff.. !U14.75 -1070 V.C.=300' lf.l'<I' NEW 6'X5' EX/5f 6'X5 EXIST 6X5 ~
l----+-<-'K~o~J0~2~1~-;~~ 749+32 2 749+-573 A021 750+317 A02! <r: ~
1060
1050
1040 745+00 6
~- A021 99'LT 103.ERT 8<D ,_G] 61.0'LT. 1[:·1074:56 ct·~ 6'.:uJ JCT BOX lf.l -
750+19.8 A021 : -~
7 8 9
73»7'RT. >_J
750+00
0
°' 0 ~
~~ ~ ~N ~
~6; ~ ;:::~ 0
~ w
0
°' 0 4
N~ ITT Nro
~6; ;;; ;:::~ 0
2 3
- ... ··~-~...::::~~::--....:.· . .:.__·.:._:.o __ _:_·.:.:_.:.:_·c...~:--·.· .....
4
ITT 0
755+00 6
0
:;; :;; 0 0
8 9
N
:;: :;: :;; 0 0 0
760+00 2
N N 0
<0.
~ -ro ~ m_ ct ;g. w.~
> u w >~ Q w
3
N N
~ r-c ITT
ro o + "O"{" ~o
w -~
> ;: ~ ~ w
v.c. ~ 300· K \402
4
N N 0 ~ ~
w
~ --j; ~ w -~> f- ·w >~ ~ w
m 0
765+00 6 8 9
REVISIONS REV. NO DESCRIPTION
BENCHMARK 205· 2" ALUMINUM CAP STA. 187"'87.85 it SURVEY moon, 153.63' RT. ELEV:·= 11 'J.1.585
m 0
::i 0
ru N 0 ~
~
1130
I 12D
"': ;,g f----LD <.O 11 lOU 4'-""0'J . UJ ~'.::FINISHED GRADE AT~ r:- T:HE OUTER EDGE OF 0 -~ ~ T:APER (A0221 - 0::: ~ w Q_
+O. T23% ·tA022l
N
:;; 0
LiJ (f) z 0
(\j (__) (\j
0..:....J <C <r:
Ir-- z
LiJ r-- 0
7u Lf) z r--r--<t: CD I- LiJ UJ dJ
~ m
:;; 0
__J
<r: fz LiJ 0
0
DATE
0
z 1090 LiJ
(\j
C\J 1080 0 <r:
C)
0 1070 + f----· m r--C'--'
1060
~ 1050
~~--~---~---~---~---~---~
o 710+00 2 3 LI 775+00 DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. 25
0
1110
1100
1090
1080
1070
1060
1050
1040
1030
M
+ 0 0 ~
[;; 1020 °
700+00
v .c. 160'
OBTAIN UTILITY EASEMENT
g' ~ 0 0
2
R/W
CUT
3
026-C
0 0 + LO 0 r-
UNDERGROUND TELEPHONE UNE CROSSING AT STA2B+45
0 0 + 0
STA.28+52.00 30" X 41' STA. 700+33 TO 103+30 A027 CGMP 5.0.([ 20.20'RT. CONST. PAVED DITCH RT. WEST FL ELEV.~/061.49
~~~~~~E~A~S~T~F~LcELEV~---~~~6~L4~?~~~~~
r ~~
ru Oo o~
No 'f"O r--o r--o o+ o+ .-"'· "C""L()
~;::' ~·;=i
ST A. 28+97 30 3a' X 70' CGMP WITH CONG.END SECTION 5.0.(£ 31.70' LT. WEST FL ELEV.-1061.41 EAST FL ELEV.= 1060.27
STA.29ti4JO 30" X 47' CGMP WITH CONG.END SECTION S.0.(£ 2050' RT.
EX!S"T.·GROUND ~ ALONG :/Jl. RAMP D (/10Z1! GRATE
BOX OUTLEJ
V .C. I 130' K = :205
STA. 701+00 TO 1l2+32 A026 CONST. PAVED DITCH LT.
BR. f NEW 3-14'X12'X295' IE. io:56.4Q w. AT STA. 712+61.5 A026.
IE. 1055.52 E. :A.T STA . .7:11+3.D .. '1 A02.7,
~-g o:o
4 705+00 6 7 8 9 710+00 2
RCB
50. O'=L T.
82 .. 1 '.:RT.
0
0., D ~
m Mru ro M~
mro ro roro 0 ;::~
3
rm ~ru
0 0 ~ ~ c:..:: -tj" 0 85~
4
o+ -~ ~;:'.'
715+00 6
0
0., D ~
r-:LJ"Jr<J l!):.,q-<O
,.;:..;<..O ro:ma:J
~:~~ 7
0
0., D ~
LJ"J :cnr<J r--=-" .,;:...:r--m:ma:J
~:~~ 8
Q
SEE SHEET ND. 23 FDR MORE DETAILS OF MAINLINE CONST.
SEE SHEET ND. 27 FDR MORE DETAILS OF SEMINOLE ROAD CONST.
SEC. 7, T - 1 -S, R-7-W
0
0., D ~-
ro m~ - Oro w a;jr-ro roro
~ ~~ 9 720+00
\J ;C. "":200'
0 0
"-:> "-::> D D ~ ~
o.,q-:'°cn -~:LDID
ry;cn :en en roa:J :roro
::::~:~~
0 0
"-:> "-::> D D ~ ¢
~~:~~ Qo:Qo mm:mm
::::~:::::~ 2
0 0
"-::> "-::> D D ~ ¢
c;3 ~~ ~~ -~ ;:::~ ~~
3
0 0
0
0., D ~
"-::> "-::> LJ"Jro 0 D <()<()
A ><>: .,;..,-mm
REVISIONS REV. NO DESCRIPTION DATE
STR.NO.~ STA. 708+35.0 A026, 83.0' RT. CONST. SMD. TYPE 2. STUB 163 L. F. 2'1" RCP OUT LT. WI CET
STR. NO. @ ST A. 700+96. 6 A026 CONST. 100 L.F. 43"X26" RCPA w/ 2-CETs
STR.NO.@ STA. 700+33. 7 A027 CONST. 100 L.F. 43"X26" RCPA w/ 2-CETs
BENCHMARK 222: 2" ALUMINUM CAP STA. :100+36.18 ll:. SURVEY, 224.16' LT. (QR 8TA.·7D009'.83 ·A0261· 3.36'· lT. ·l ELEV. 1077.26Zf
BENCH.MA.RI<:. 22.1: .:x· .ON. NOR.1H . .E.ND .HEADW.ALL STA. =700+77.37 Jt. SURVEY, 738.39' RT. WR STA. 700+26.96 A027, 503.39' RT. J ELEV. 1059.1.36
1110
1100
1090
1080
1070
1060
1050
1040
1030
~;;: g~ ;::~ ~~ ~~~7-2-5~+-0~0~~~6~~~~7~~~-8~~~~9~~-7-3~0+00
;:::~ 0 DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
4 STATE JOB NO. 20316(23) SHEET NO. 26
50'R 50' R
16' LT.
t ___ 'S~~~~~0~3_!___~---=-~---~---N-~~4_§~I__._g_"_E ________ _
8' RT. J -r----------::::--------~-------/'"7"--
1110
1100
1090
12'RT.- ~~ //
16'RT ' ' // . \\ / \ \ ~
"INSET 1" GEOMETRIC LAYOUT AT THE WEST END
\ \ (; OVERHENJ POWER LINE CROSSING AT ST A 700+83 LOW WIRE ELEV.= /094JO
FOR REFERENCE ONLY SCALE: l" = 25'
E-W 175 $_-~-,or~~!~
700+00 i
BENCHMARK 223 800 NAIL 'IN POWER POLE STA. 700+21.31 q;_ SURVEY, 1394.99' LT. (QR STA.· 10+24.83 ·A003,. 20.14' RT.·) ELEV.= 1103.709
SEE SHEET NO. 23 FOR MORE DETAILS OF MAINLINE CONST.
SEE SHEET NO. 26 FOR MORE DETAILS OF RAMP CONSTRUCTION
lOBO STA. 2b+so -SPt:;DITCH LT'. BEG.,
& Rf.
1070
1060
1050
1040
1030
1020
20+00
R-7-W
I I~ I 8 ! I I \ I I I I I
ST A. 25+00 TO 26+03 LT. REMOVE POND CONST. PAVED DITCH LT. STA. 21+LIO RT.
2
STA. 27+00 TO 29+39 LT CONST. 4'W. SHOULDER
SEC. 18, T-1-S, R-7-W BENCHMARK 222:: 2" ALUMINUM CAP STA. -700+36.18 .Q;, SURVEY, 224.16' LT. (QR S1A. 2:1-+95.71 A003,. ·10.01' RT.) ELEV.= 1077.26'1
FLiTURE BR El
F .'G.:· AT' It BR:
ELEV. 1091.35
3 4 25+00 6 1
~ 0
6 0 +
8
METAL BARN
0 DMETAL BARN
REVISIONS REV. NO DESCRIPTION DATE
50' R ~ 16' LT. 21.5'LT.
~~ _ _N_8!)'~6'02~._~~,,.RT. ~ ~ALIGNMENT IA0031 vs:w LIL(~ t w~ ~ 16'RT.
~ \\ 1; "INSET 2" r: iC \\ I GEOMETRIC LAYOUT ~" AT THE EAST END
OBTAIN ~I + u o~ FOR REFERENCE ONLY
SCALE: 1" = 25' UTILITY EASEMENT
~ -D
C0 CJ CJ '<(
m C0 + m C\J
<(
1-lf)
1--(fJ rz en oz uo
u
Od 0::: <(
hw z _J w oo z~
u :zz w en
r-=+..: .SPECJAl _Jn:: DITCH lt. = ~-0.50% MIN.
r o~ ~ -
. x ~w ~ ow ;.c.,· :r ·-~
i±oJ :r:
;;j~ 'l' ~
C0 CJ CJ <(
CJ L[)
+
1-(f)
:z: Cl (_)
_J <(
1-:z: w Cl
C0 (_) z
<(
1-lf) Cl
:z: w
WZ/ZJ 111 111
.\
.111· 11·1 111: 111 I.II· LJ
\I II: 111 LLLL
NOTE TO THE CONTRACTOR: THE EXISTING 76 L.F. 4-RAIL PIPE FENCE AND GATE APPROX. FROM STA. 21+60 TO 31+00 LT. ITEMS TO BE REMOVED MAY OR MAY NOT BE PRESENT IN ANY SPECIFIED CONDITION. THE LANDOWNER IS RESPONSIBLE TO REMOVE AND RESET THEM.
NOTES TO THE CONTRACTOR FOR SEMINOLE RD. CONSTRUCTION:
TO REMOVE EXISTING FENCE AS DIRECTED BY THE ENGINEER. THIS REMOVAL ITEM WILL BE CONSIDERED AS INCIDENTAL, AND NOT MEASURED FOR PAYMENT.
TO INSTALL FENCE AND GATES AS DIRECTED BY THE ENGINEER. SEE SHEET NO. 12 FOR THE SCHEDULE.
TO REMOVE AND REPLACE THREE MAIL BOXES AS DIRECTED BY THE ENGINEER. SEE SHEET NO. 12 FOR THE SCHEDULE.
BENCHMARK 221: "X" ON NORTH END HEADWALL ST A. 700+77:37 q;_. SURVEY, 738.39': RT. {QR STA 3·1-+58.4:3 AOG3, 27.50' LT l ELEV. 1 059.136
CSTR.NO.@ .StA_ 22+05.5 .A003 CONST. 100 L.F. 43"X26":RCPA:29.7'LT. :w/ 2~CETs
'·s1R:No:·@·· StA.··26+i:\·9::u· AO'ci3
CONST. 100 L.F. 43"X26"HCPA:36.0'LT.
STR;No;·@·· STA.··2a+s1 .s· AOCi3 CONST. 48 L.F; J6"=CGSP·26.2'RT. w/ 2~cETs
STR.No.@ STA. 29+12:.o Aci03 CONSI •. .48 .l. F .•. J.6".:CGSP .. 2.7 .. O.' RT .• wJ 2~CEis
STR.No.@ si'A. 28+11:-0 A003 CONST. 48 L.F. 36":CGSP.32.0'LT. w/ 2~CETs
STR.NO.@ STA. 29+02. 7 Aci03 CONST. 7'4:' L ;F ,· J6~ :CGSP'A 36 :O' LT; w/· 2~cETs
EX!ST.!3-f7-13Xl!'X.44.5' RCB ff.. 1046.36 [T. ff.. 1046.22 RT.
1110
1100
1090
1080
1070
1060
1050
1040
1030
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
9 30+00 2 STATE JOB NO. 20316(23) SHEET NO. 27
1090
-----1080
-150 -140 -130
1090
1080
-----
-120
----------
-110 -100 -90 -80
A.C. 69.48 S.F. V.C. 422.22 C.Y. A.F. 383.65 S.F. V.F. 817.03 C.Y.
----------------~----
-70 -60 -50 -40 -30 -20
o" o<O". '
~ -2%
-10
Iii NORTHBOUND
I "" oro"'J·
' <.: i;:i· -4%
0
692-00 10
Iii NORTHBOUND
I[ 1074.26
20 30 40 50
,9(/,, ,o~
«::i;:>· -")%
SURFACING TO BE CONSTRUCTED BY OTHERS IN A SUBSEQUENT PROJECT ITYP I CALJ.
fl l·O·T7 .26
60 70 80 90 100
FUTURE CONSTRUCTION ITYP·I CALI
----- - - -----
1090
1080
110 120 130 140 150
1090
1080
1070-+~~~-r~~~-r-~~~T-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130
1090-
-------
1080-
-120 -110 -100 -90 -80 -70 -60 -50
A.C. 158.52 S.F. V.C. 293.56 C.Y. A.F. 0 S.F. V.F. 0 C.Y.
-------
-40 -30 -20 -1 0 0 10 20 30 40
691-00
STA. 690'85, BEGIN TYPICAL SECTION NO. 3A ON NORTHBOUND & SOUTHBOUND STA. 690'85, BEGIN PROJECT, END INCIDENTAL CONSTRUCTION
Iii NORTHBOUND I
50
-----~z-------------------
-------:-- ---------------~~A--;;JNG.:ANO.SLJRFACINGio~Bi:C:ONSfRUcIED -----------------
60 70 80 90
---- . : ..B'!'...D.J.H£~-1.N--A~Q.UU.Jl--E.RDJ.EU. --:,:;_::;;,,..------ ----------
r-~r------------------~~~---lc-------------------=~==--=--=----------------------_--:_-:_-c_-_~-~---=--=---~--~--~---~-~-----------------
100 110 120 130 140 150
-1090
-1080
10701~---i~-+~-T-~i-~C--+~--i-~-r-~T----i~--T~-r-~-i-~r----i~-+~-T-~i-~C--+~--i-~-r-~T----i~~~~~~~~~~~~~~~~~~~~~-r-~T----i~--T~-r-~-i-~r----i~-+~-T-~~~~~~~~~~~~~~~~~~~~~~~~~~,1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
1090-
1080-
1070-
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F. 0.00 S.F. V.F. 0.00 C.Y.
-------.., ::::::::: ::-.- - - - - - - - - -
."":"-.--... ...... -:..... ------- .....
690-00
STA. 690-00, BEGIN INCIDENTAL CONSTRUCTION
Iii NORTHBOUND I
--------~---
SUBSEQUENT PROJECT CONSJRUCll ON IJYP I C.ALJ
FUTURE CONSTRUCTION
-------=~===;~;~~~;~i~~~~t~;o~~o~::==-~---~~~~=~c:~::--=--=~cc~=~~~=---~~----:~::--_-:_~_~_-_-~~~7-~----------------------
-1090
-1080
-1070
1060-c-~~~~~~---j-~~~-r~~~-r-~~~-c-~~~j--~~~c--~~---i~~~-r~~~--j-~~~-r-~~~i-~~~~~~~~~~~~~~~~~~~~~~-c-~~~j--~~~~~~--c~~~-r~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.) VOLUME CUT (V.C.l AREA EMB (A.F.l VOL. EMB. +15% (V.F.l
CUT /FILL TABLE
689-00 HATCH LEGEND
ESs.:J PHASE 1 CONSTRUCTION ESs.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(23) STEPHENS COUNTY
SHEET NO. X02
1100
1090
1080 fL _ l OB2 .-35
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
A.C. 22.33 S.F. V.C. 69.69 C.Y. A.F. 563.73 S.F. V.F. 2858.62 C.Y.
1090
1080
fl 1019.85
-50 -40 -30 -20 -10
--41'.
0
696-00 10
ill_ NORJHBOUND
j "~ Q~
' C;· :_ ----4%
20 30
R/W 1080
0
w z
----------------------------------------------~ -107-0
I u f<{
2
1100
0 36" RCP fl l063.37
1060--l~~~~c-~~~-r-~~~-r-~~~~~~~~~~~~~~~~~~~~~~~~~--0
1090 w
150 160 170
40 50 60 1080
uf--------z
1070_J I u f<{
2
180 190 200
70 80 90
0
210 220 230
---------------
100 110 120
R/W
I 36" RCP fl 1063.67
z ---" I f- 080 <{
~~~~---i2
130 140 150
1060--t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~+ 1090 u
---------------
z
=--1080 _-_-_-_-_--------13
<{
2
1070--t~~~~~~~~c-~~~T-~~~-c-~~~--+-~~~---j-~~~---i~~~~c-~~~T-~~~-c-~~~--+-~~~---j-~~~~~~~~~~~~~~~~~~~~~~~~---j-~~~---i~~~~c-~~~T-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--t-1070
-150 -140 -130 -120 -110 -100 -90 -80 -70
A.C. 15.30 S.F. V.C. 85.91 C.Y. A.F. 778.88 S.F. V.F. 3526.18 C.Y.
1090
1080 -----------------fl L078.06
-60 -50 -40 -30 -20
-41'.
-1 0 0
695-00 10 20 30
1080
1070
40
z
I u f-
50 60 70
STR.NO.@ STA. CONST. 534 L.F. STR. NO.@.
80 90 100
693+90. 6 A022, 183. 2' RT. 36' RCP W/ CET, STUB INTO
R/W
I
<( 36" RCP
110 120 130 140 150
1060::2-+~~~~~~~~~~~~~'r--"~10~6_3_._97~~~~~~~~~-+ 1060 1090 cf] 150 160 170 180 190 200 210 220
z
--"''---'-'~~~~~~~~~~~~~~'-"-c___~r-'080 I u <{
2 1070--t~---;~~~~c-~c-~T--~i-~-T-~-c-~--i-~--+-~--i-~--t~---i~---i~~c-~c-~T--~i-~-T-~-c-~-T-~--+-~--i-~--t~~~~~~~~~~~~~~~~~~~~~~~~--t~--T~---i~~~~c-~T--~i-~-T-~-c-~-T-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-+-1070
-150 -140 -130 -120
1090
1080
-11 o -100 -90 -80 -70
A.C. 31.09 S.F. V.C. 489.19 C.Y.
A.F. 877.19 S.F. V.F. 3663.37 C.Y.
STR.@ ST A. 693+00. 00 A022, CONST. SMD, TYPE 2, STUB 164 OUT RT. W/ CET.
GRATE
-60
79.7'LT. LF 30" RCP
-50 -40 -30 -20 -1 0 0
694-00 10 20 30 40 50 60 70
1080
z
1070_J
-1060
I ------u e;;-1-~~~~~---"~~~~~~
" 150
I I 160 170
I 180
80 90
R/W
I 190
I 200
OPEN DITCH RT. TO STR. NO. 6
I
100 1080
1070
1-060
210
110 120 130 140 150
1090
1080 <{
z
1070-cc--.:.~~~_::_-"--__:_""__:___:___:_c.c___:___:__::_-"'__:__::___:___:_;c_____:___:___:_:;::___:___:_~ _J1070
F================~~===============;:;=;;;:::;:::::;================~~~============t~ B-OX fl 1006;-40 164 L.F. 30" RCP AT -0.48% fl 1065.62 ~
1060--t~~~~~~~~c-~~~i-~~~-c-~~~--+-~~~---j-~~~---i~~~~c-~~~i-~~~-c-~~~--+-~~~---j-~~~~~~~~~~~~~~~~~~~~~~~~---j-~~~---f~~~~c-~~~-r-~~~-j-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--t-1060
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 233.07 S.F. V.C. 560.28 C.Y. A.F. 843.00 S.F. V.F. 2612.31 C.Y.
AREA CUT (A.C.) VOLUME CUT (V.C.l AREA EMB (A.F.l VOL. EMB. +15% (V.F.l
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
693-00 10 20 30 40 50 60 70
HATCH LEGEND ESs.:J PHASE 1 CONSTRUCTION ESs.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X03
1100
1090
1080
1070
1080 u
z
1 070_J
~ NORTHBOUND ~ ,--------------------------
°'
STR.N0.<2) STA. 699+27.1 A022 CONST. 6' I . D MANHOLE 272. 2 RT. R/W
STUB 100 L.F 36" RCP TD OUTLET 1i I CET AT STA. 699+98.6 A022, 344.0 RT 6 I D.
RIM ELEV. ----------------- - ]~~~::_ ___ _
36" RCP fl 1062 4 7 6' I . D MH
IE_ 1062.39
80
70
1-060-+----------------------------------------------------------~60
150 160 170 180 190 200 210 220 230 240 250 260
------------------------------
270 280
1090
1080 u
z
_J1 070 I u
290
1060-+---'--~-;---~-~-~--;---~--'--~---'--~---'-~--'---~-~-~--;---~--'--~---'--~------------------------~---'-~----~-'---~--;---~--'--------------------------------+-1060
-150
1100
1090
1080
1070
-150
1100
1090
1080
-150
-140 -130 -120
-140 -130 -120
-11 o -100 -90 -80 A.C. 0 S.F. V.C. 0 C.Y. A.F.1730.95 S.F. V.F. 5798.43 C.Y.
-110 -100 -90 -80
A.C. 0 S.F. V.C. 0 C.Y.
A.F. 991.79 S.F. V.F. 3344.67 C.Y.
-70
-70
--------------------------------- ------------
-140 -130 -120 -110 -100 -90 -80
A.C. 0 S.F. V.C. 41.35 C.Y. A.F. 578.75 S.F. V.F. 2433.06 C.Y.
AREA CUT (A.C.) VOLUME CUT (V.C.l AREA EMB (A.F.l VOL. EMB. +15% (V.F.l
CUT /FILL TABLE
-70
-60 -50
-60 -50
-60 -50
-40 -30 -20 -10 0
699-00 10 20 30 40 50 60 70 80 90
1080 -----------------
z
1070_Jf---------------------------------
I u
100 110 120 130
~ o~"RCP
140
R/W
11080
1070
,00
,..,_, "" 150 160 170 180 190 200 210 220 230 240 250 260 270
~cpq, "'OJ~':-ro j~ ::~iHBDLJ~:o ~--+----------------------------------------l-1o_6_',-_n __ ___,_, 060
~""'""~=7===-4~:~~·:::;;::'=';;::-=2~%~·==;:'='::.;:-=2=%~==~"=·=·~-~4~%:::;:::::;;!!""""----
150
1100
1090
z1080
-" I u
. ~~---t'e-f---1 070
-40 -30 -20 -1 0
-4%
-40 -30 -20 -1 0
0
698-00 10 20
<C
w z
-" I u
30 40 50 60 70 80 90 100 110 120 130
R/W
-------------------------------------------------------i--1080
1070
~ o~'RCP i ::~:~HBDLJ~~o~5co---,·6-0 ___ 1,70 ___ 1_8'0 ___ 1's_o _______ 2_1_0 _______ 2_3_o __ l_2_:,:-6-3-·0,7_2_5'0---2~6-0 C?' -4%
0
697-00 10 20 30 40 50 60 70
HATCH LEGEND
ESs.:J PHASE 1 CONSTRUCTION ESs.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130
DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(23)
°'
140 150
1100
1090
140 150
STEPHENS COUNTY
SHEET NO. X04
~ NORTHBOUND
1100 ........... ,~~ ....... ,,#~~ ..... ! .. ,#~ • So· -2% So~ -2% ~So· -4%
1090
10BO
1070
.... ·. PRES;R/W I . 1: l.;_
1100
1090
10BO
1070
1060----'-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~--;-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~--;-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~--;-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~---;-~~~-;-~~--'-1060
1100
1090
10BO
1070
1100
1090
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150
-150 -140
. : . :
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.2027.36 S.F. V.F. 2072.41 C.Y.
CUT/FILL TABLE FOR STA. 702-00
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.2027.36 S.F. V.F. 0.00 C.Y.
CUT /FILL TABLE FOR ST A. 701 +76
.............................. , .............. , ..
-130 -120 -110 -100 -90 -BO -70 -60 -50
702-00
ST A. 701 +76.00 A022, END APPROACH SLAB STA. 701 "'52.00 A022, END BRIDGE 'E', BEGIN APPROACH SLAB
~ NOR,(HBDUND
10BO
z 1070_J
:r: u !--,
10BO
~RAMP D STR.ND.@ STA. 700+84.3 A022
J CONST. 100 L.F. 43'X26' RCPA 171.l'RT. w/ 2-CETs
-------------- -------------------------------- 1070
IL 1062.81 ~1--~~~~1-0_0_L-.-F-.-4-3'-X-26_'_R_C-PA~A-T-0-.-4-9%~~~~------___;;::::-... ........ 1.060 ... ..-.-j......,."'T"'~..,....-~,......-.....,.....,......,..~ ........ ~.,.....~ ....... .....,.~....-......,...,..........,..,...........,~ ....... .....,._,_~..,....-~,......-...-.+~ .......... ,of~······~· ~cJt ..... 1 .. ,#> ............... . 1100
-40
g. ~So· <.:· t-l ~ .• •: . . rr· ·•. . :(>· . n .
----------------------------. : . : . ............................ , .............. , ..
. : . : . : . : . : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I '
-30 -20 -10 0
701-00 10 20 30
:150 •
40
10BO <(
z 1070_J
50
CAUTION !!! . STA.700t~3.3,0IER/:i¢AD .. PCINER CROSSING 14-WIREJ · LON ELEV.1094JO .
1090
.PRES.R/W q 10BO
........ I. I z
~~~~~~~~""'=::::;;:~~~:7:7":°~~~:7:~:7:~"'.":"7~7'-:7:~:7:~~:7:,.,t:_J1070
60 70 BO 90 100
CAUTION !!! STA.7W219,fNERHEAD PCINER CROSSING 14-WIREJ LON ELEV.1099.32
110 120 130 140
10BO
1070
:r: u
150
1100
1090
10BO .............. .- 10BO <(
---- ...... --------------- ...... ---------- ------------~--------------------. . . ~-----~----~-~~~ .111£ ................ i Too... I rue: . .I TU~ I I!.!! . . . : . : . : . : . : ..................................................................................................................... 1070
Tix; !UC •rue : Tl£ . : .... · .... • ... ' . •• .I
'''I'''',''':,'',','',:,'',','',:,'',','',:,'','''',:''':''';''''''' I' . . .i~i£~. ~:::;::::;::::;:;::;=::~::;;J~:ruc~==:::::::;::;:::=:=::::=~!!l&.:,~==~<C :::;;
1060-+~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~--;-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~---;-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~---;-~~~-;-~~---;-~~~-;-~~--;~~~-;-~~~;--~~---;-~~~-;-~~--+-1060
10· I • -150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150
~~~~~~~~~~~~
A.C. 0 S.F. V.C. 0 C.Y. 700-00 A.F.1730.95 S.F. V.F. 1327.06 C.Y.
CUT/FILL TABLE FOR STA. 699+18 AREA CUT IA.C.l VOLUME CUT IV.C.l AREA EMB. IA.F.l VOL. EMB. •15% IV.F.l
CUT/FILL TABLE
STA. 699"'42.00 A022, BEGIN BRIDGE "E", END APPROACH SLAB STA. 699+18.00 A022, BEGIN APPROACH SLAB
HATCH LEGEND ESS:J PHASE 1 CONSTRUCTION ESS:J PHASE 2 CONSTRUCTION .--C: FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316123) STEPHENS COUNTY
SHEET NO. X05
I• 10'
1100
1100
1090
A.C. 0.00 S.F. V.C. 0.00 C.Y. A_F-2228.09 S_F_ V_F_ 8361.16 C.Y
-:4%
it NORTHBOUND I ,1
- 9'0· ,o .G· -1.50%
PRES.R/W
I
I
-----
PRES.R/W
1100
1090
1080
1070
1100
1090
I
1-LLZ lliJi, ' L J, J, j, ~"~~~ L ~ ~ ~ ~ ob' ,J, ,~~1010 woo " w m oo oo oo oo m oo oo '°' '" '" '" "" '' 1070 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 705-00
-130 -120 -11
o it NORTHBOUND
-150 -140
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 1698.02 S.F. V.F. 6388.38 C.Y.
1080
1100
1090
1o'>() ,00
cp· -1.08%
I_ - ,,_0:1o?"'
cp· -4%
PRES.R/W
1100
1090
I
I
1
-------------
1080 l~-i-:-~-l---:-_--_--~- :,~i~,:_i :_!; i~_!~ --~~ c Jc,~ -J, -,~,,~i-,1,--: --,:_ ,~_J; --_,,~,,,;o~~ '010,-, -;2,lo, --,~,3,o~ c-4Jo;- :_,5Jo; --;6,o ~ l100~ ;8Jo, --, -;9[0~ ,~1,ol,o; c-,1i1;0::;"~12lo~"'~1;3(0~::~1;4,o ---;1J51co 1010 1070- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 704-+00 I 120 -110
_150
-140 -130 - it NORTHBOUND
A.C. 0.00 S.F. v.c. 0.00 C.Y. ~OJ 'O""? I ... 0"_0_ "0
- - - -~~=--~- ~ -- - -~ - ----------------
1080
1100
A.F.1301.74 S.F. V.F. 5819.81 C.Y. ..._00'°· ·"-OOJ<o· -~
cp· -2% cp· -2%
1090
1080
PRES. R/W
- - - - -- - -
I I
1100
1090
1080
1060
' -140 -130 -120 -150
•I
l I ! ' '~~~j, , _,', ',,,!,-00, ,6 , ,6 , ~· ~ , ~~~, , ,j, , ,j, , ,;', 1060 wm oo oo wo "" '"' "" '°" "' 0 10 20 30 40 50 60 70 -30 -20 -1 0
_ 1 00
-90 -80 -70 -6o ·
50 -
4o 703-00 HATCH LEGEND -110 ON
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 1431.04 S.F. V.F. 7365.11 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
ESS.:J PHASE 1 CONSTRUCT!
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(23)
STEPHENS COUNTY
SHEET NO. X06
1100
1090
1080
-150 -140
1100
1090
1080
1070
-150 -140
1100
1090
1080
1070
-130 -120 -110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.3254.15 S.F. V.F.13647.69 C.Y.
STR_.NEL@: STA.: 708+3_5.0 A026:, 83.-0' RT; CONST• SMD~ TYPE 2, : STUB 163 :L. F. -24" RCP OUT LT. w;: CET.
OR SMD AT :STA .. 708+08.7 AD22, 117.8'
-130 -120 -110 -100 -90 -BO
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F.3154.33 S.F. V.F.12703.60 C.Y.
-70 -60 -50
-70 -60 -50
-40 -30 -20
-40 -30 -20
it NORTHBOUND
I "' ()D)'b·
' \'
-1 0 0
709-00 10
o"' -0-· o°' ' c;:i· -6.8%
-1 0
ltl NO'~:HBOUNO o°' ' .. -1.2%
0 10
708-00
it NORTHBOUND
I y,~'
,o°' ip· -1.2%
IE_ 1081.47
20 30 40 50 60 70 80 90 100 110
20 30 40 50 60 70 80 90 100 110
120 130
120 130
1100
1090
PRES.AW
I
I 1oso
I
140 150
1100
PRES. R W
140
I 1090
I
I
150
1080
1070
1100
PRES.R/W
I
I I
1090
1080
1070
1060-+~~~-r~~~-r-~~~T-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1060
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.2810.8"1 S.F. V.F.10731.05 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
707-00 10 20 30 40 50 60 70
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
[22] PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X07
1090
fE_ 1056.'10
BR. (E) ~ STA. 712+08.25 A022 CONST. 3-l'l'X12'X295' LG. RCB, SKEW 66° L.F., 167.5'LG. LT. & 127.5'LG. RT.
fE_ 1080.51
-0.3()% \
'br:;>0 ,o~
\j- -i-5-.8%
Iii NORTHBOUND
I
~~~o ,o
o·
TOP OF SURF ACING THIS PROJECT (TYPICALl
GRADING LINE THIS PROJECT (TYPICAU
1055.52
1090
1080
1 070 R/
PRE,. R/W I
106d
AT STA. 712+79 68,: 151 ;28' LT. 1050-+~~~-r~~~-r-~~~c-~~~r-~~--c~~~--c~~~-r~~~-r-~~~-r-~~~r-~~~r-~~--c~~~~~~~~~~~~~~~~~~~~~~--c~~~--c~~~-r~~~-r-~~~-r-~~~~~~~~~~~-A_T~ST_A_.~7_11_+_5~8_.8_2~·~1_15~8_6'_R~T_.~~~~~~~f- 50
-150 -140 -130 -120
A.C. 0.00 S.F. V.C. 0.00 C.Y. A_F.4464 92 S_F V_F_ 19945_77 CY
1090
1080
1070
1060
-150 -140 -130 -120
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.4900.92 S.F. V.F. 0.00 C.Y.
CUT/FILL TABLE FOR STA. 711+QO+
1100
1090
1080
1070
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0
712-00 10 20 30 40 50 60
STA. 711 +36.13 A022, END TYPICAL SECTION NO. 3A, BEGIN TYPICAL SECTION NO. 3D ON NORTHBOUND
IL I079.Q6
-110 -100 -90 -BO
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.2405.72 S.F. V.F.11248.11 C.Y.
CUT/FILL TABLE FOR STA. 711-00-
-70 -60 -50 -40 -30
STARTING FROM STA. 711-00 lil NORTHBOUND (A022l, CUT/FILL TABLES INCLUDE EARTHWORK QUANTITIES
FOR RAMP D CONSTRUCTION ON THE RIGHT.
:_4%
o"' "' o~
' _rp_· -~5.B%
-20 -1 0
Iii NORTHBOUND
I
,~
"o ,o \j• -1.2%
0
711-00 10
ltil NO:~HBOUND [!,· o" ' ~- -1.2%
20 30 40 50 60
70 80 90 100 110 120 130 140 150
70 80 90 100 110 120 130 140 150
1100
1090
1080
PRES.R W
1070
1060-+~~~-r~~~-r-~~~c-~~~r-~~--c~~~--c~~~-r~~~-r-~~~-r-~~~T--~~~c-~~--c~~~~~~~~~~~~~~~~~~~~~~--c~~~--c~~~-r~~~-r-~~~-r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1060
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.2876.00 S.F. V.F.13054.95 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
710-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. XOB
1090
:..43
1080
1070 --Cc-·~··-~
</? ~·
o~
' r;-i· -+'5.8%
-------------
PRES.A
I
I _________ J_
1090
1080
1070
1080
1070
1060
1oso--+~~~-r~~~-r-~~~c-~~~r--~~---i~~~--+~~~-r~~~-r-~~~-r-~~~r--~~~r--~~--T~~~~~~~~~~~~~~~~~~~~~~--T~~~--+~~~-r~~~-r-~~~-r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-10so
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F.3614.45 S.F. V.F.17206.07 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
713-00 10 20 30 40 50 60 70
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
[22] PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X09
1090
1080
-150 -140 -130 -120
1090
1080
-150 -140 -130 -120
1090
1080
-150 -140 -130 -120
1090
1070
-110 -100 -90 -80
A.C. 112.40 S.F. V.C. 370.33 C.Y. A_F 16_36 S_F_ V_F 402.03 C.Y
------
-110 -100 -90 -80
A.C. 87.58 S.F. V.C. 354.32 C.Y.• A.F. 172.42 S.F. V.F. 1731.11 C.Y.•
-70 -60 -50
-70 -60 -50
• VOLUME CALCULATION HAS TAKEN ACCOUNT OF STATION EQUATION: STA. 718"85.1259 BK= STA. 718+59.5627 AHD A022
-110 -100 -90 -BO
A.C. 6''!.80 S.F. V.C. 511.39 C.Y. A.F. 474.96 S.F. V.F. 2562.52 C.Y.
-70 -60 -50
-40 -30
-40 -30
-40 -30
-20
-20
"'"' ~-o"' ' ip· -5.7T'/,
-20
-1 0 0
AH 720-00
-1 0 0
AH 719-00
-1 0 0
718-00
1090
1080
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
PRES.R/W R/W
_________ l ______________ J 1090
1080
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
1090 PRES.R/W
I R/W
~~--------l ___________ J ____________ _ 1080
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
1090
PRES.R/W
I R/W
-~-~-___________ !__ l ------
1080
1070
"-..-.. ____________ _
1060-+~~~-r~~~-r-~~~T-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1060
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 211.35 S.F. V.C. 429.91 C.Y. A.F. 728.31 S.F. V.F. 4638.42 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
717-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X 1 0
1100
1090
~r;r,,"'
-------'------~------=_::_:-_=-=--=-::_:-::_::_:-_=-=--=-=--=-:-:-=-~-:c-~-~----..:;_ - _+-:- -,,-- -~-"'r-="tC:z" ==''2z::=:::;:::::::;;;"::\~~"<--::."a::~:;~;:~::_:::;;::';";;~::,0::0:;:,;:.~::::_:;lt=I'::" N::;:::0::: 0:::~;:H::B=O;:U=N::~z=~,,,_=-~=-r - r-~ ~ ~ - - - - ~ - - - - - - - - - - ~ - - - _ ]~EJ(~:J~ ------------------------ 1100
1090
1080-+----r-~--r----r----r----c----t----r-~--r----r----c----c-----c----+----r-~-------------~---+----r-~--r----r----c----c-----T-----~-~-~---------t-1080
-150 -140 -130 -120
1100
1090
-110 -100 -90 -80 ~A~.c=. ~3~1.~2~1 ~s~.F~.-v~.c~.-1~5~4~.0~1~c.~v.~
A_F 62.BLI S_F_ V_F 219-29 C.Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
AH 724-00
1100
1090
1080-+-~--r-~--r----c----c-----c----+----r-~--r----r----T-----c----t-----~-~---------------+----+----r-~---c----T-----------------~-~-----------f--1080
-150 -140 -130 -120
1100
1090
-110 -100 -90 -80
A.C. 51.99 S.F. V.C. 220.33 C.Y. A.F. 40.13 S.F. V.F. 124.88 C.Y.
-70 -60 -50 -40 -30 -20 -1 0 0 10
AH 723-00
it NORTHBOUND I
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1100
1090
1080-+----'---r--'---r--.;...-T---'--c--"---+----'--+----'---r--'---r---'---r---'--c--"---c----'--+-----------------------+----'--+----'---r--'---r---'---r---'-----------------~-----------f--1080
-150
1100
1090
-140 -130 -120 -110 -100 -90 -80
A.C. 66.99 S.F. V.C. 272.43 C.Y. A.F. 18.51 S.F. V.F. 87.40 C.Y.
-70 -60 -50 -40 -30 -20 -10 0 10
AH 722-00
it NORTHBOUND I
20 30 40 50 60 70 80 90 100 110
-~g,,'' .;? "<--() >'lopa 0~<o ,gi'9' PRES. R/W R/W
120 130 140 150
~~;~:00% , "'
00
,39% ,,e ,o ·-- ___ • ____ ·-- ___ -____ •---- _._ ----· • I l --'---'--'---'--~======co--=-'-"-rc7-7-~~--====~-::::::::=:::::=::::::::::::=::::::=::::::'.:=:::::Z~======::=:'=C::=L:="'-"'-.:....::z::.z_-7-T ~- - - - - - - -- - ~ - - - - - 1 - - - - - - - - - - - - -- - - - - - - - - - - - - - _______ _
-~--------
1100
1090
1080-t-~--r-~--r----c----r-----c----+-----+--~--r-----r----T-----c----t-----~-~---------------+----+-~--r-~---c-----r---------------~-~-~-----------f--1080
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 80.12 S.F. V.C. 356.52 C.Y. A.F. 22.53 S.F. V.F. 82.82 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 721-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X 1 1
1100
1090 --------------------------------
1080
-150 -140 -130 -120 -11 o -100 -90 -80
A.C. 0.00 S.F. v.c. 0.00 C.Y. A.F 279 22 S_F V.F 356_78 c y
CUT /FILL TABLE FOR ST A. 728+00
A.C. 0.00 S.F. v.c. 0.00 C.Y. A.C. 0.00 S.F. v.c. 9.67 C.Y. A.F. 279.22 S.F. V.F. 0.00 C.Y. A.F. 447.27 S.F. V.F. 1052.08 C.Y.
CUT /FILL TABLE FOR ST A. 727+70+ CUT/FILL TABLE FOR STA. 727+70-1100
1090 -----------------
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 7.46 S.F. V.C. 27.93 C.Y. A.F. 258.47 S.F. V.F. 939.10 C.Y.
CUT/FILL TABLE FOR STA. 727-00
1100
1090
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 7.62 S.F. V.C. 35.54 C.Y.
A.F. 182.50 S.F. V.F. 806.21 C.Y.
1100
1090
-70 -60 -50
-70 -60 -50
SHLDR. BREAKDVERS 1.1°& 4.3°AS SHOWN ( 7' MAX. PERMITTED) CCDNTRACTOR TO ADJUST X-SLOPES AS NEEDED, TO AVOID SHARP EDGES)
-40 -30
SHLDR. BREAKOVERS
-20
1.1° & 4.3°AS SHOWN ( 7° MAX. PERMITTED) CCONTRACTDR TO ADJUST X-SLDPES AS NEEDED, TO AVOID SHARP EDGES)
-40 -30 -20
STARTING FROM STA. 727+70 lil: NORTHBOUND (A022), OR STA. 727+15 lil: SOUTHBOUND (A021l,
CUT/FILL TABLES SPLIT INTO SOUTHBOUND CONSTRUCTION AND NORTHBOUND CONSTRUCTION <IN A DIFFERENT SEn.
-70 -60 -50 -40 -30 -20
It\_ NORTHBOUND '0'?'1-
,oe +1.28% ~ -4.00%
-1 0 0 10
AH 728-00
It\_ NORTHBOUND
I '"' ~-
0~
' ~- -4.00% -1".l1%
-1 0 0 10
AH 727-00
-10 0 10
AH 726-00
20 30
20 30
20 30
40 50 60
PRES.R/W
I I
___________________________ L _________________ _
70 80 90 100 110
PRES.R/W
I
I
120 130 140
~--~--~----~----~-------------- ______ J ____________________ _
40 50
40 50
--,--~-
60 70
60 70
80 90 100 110
PRES. RIW
I I
120 130
_____________ L ______________ _
80 90 100 110 120 130
140
140
R/W
PRES. R/WJ
------------------------- --------------------------
1100
1090
150
1100
1090
150
1100
1090
150
1100
1090
1080--t~~~~~~~~c-~~~T-~~~-c-~~~--+-~~~---j-~~~---i~~~~c-~~~T-~~~-c-~~~--+-~~~---j-~~~~~~~~~~~~~~~~~~~~~~~~---j-~~~---i~~~~c-~~~T-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--t-1080
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 11.57 S.F. V.C. 79.22 C.Y.
A.F. 196.07 S.F. V.F. 551.38 C.Y.
AREA CUT CA.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 725-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X 1 2
1110
1100
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F 695.82 S.F. V.F 2758.19 C.Y
1110
1100
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 599.33 S.F. V.F. 2596.34 C.Y.
1110
1100
1090
1080
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F. 619.82 S.F. V.F. 2290.31 C.Y.
1100
1090 -~----~---------
1080
-150 -140 -130 -120 -11 o -100 -90 -80 -70 -60
I• 10' •I A.C. 0.00 S.F. V.C. 0.00 C.Y.
l A.F. 455.63 S.F. V.F. 1564.96 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
~ NORTHBOUND
I
~-~----
-50 -40 -30 -20 -1 0 0 10 20 30 40
AH 732-00
~ NORTHBOUND ej I 00
6· N ,o
' '" O· +1·% <J%
7 .. : J
-50 -40 -30 -20 -1 0 0 10 20 30 40
AH 731-00
STA. 730+36.50, END TYPICAL SECTION NO. LID, BEGIN TYPICAL SECTION NO. LIE
"'6.05%
-50 -40 -30 -20 -10
AH
6.67%
- ----
-50 -40 -30 -20 -1 0
AH
~ NORTHBOUND I
0
"""" (1,• ,o ' c?· ·-a.95%
730-00 10
~ NORTHBOUND
I
0" 0 ,o
' 9· -3.33%
0 10
729-00
20 30 40
20 30 40
50 60 70 80 90 100 110 120 130 140
50 60 70 80 90 100 110 120 130 140
50 60 70 80 90 100 110 120 130 140
PRES.R/W
I I
~----------'-------------------- ______ _] ________________
50 60 70 80 90 100 110 120 130 140
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(23)
150
150
150
150
1110
1100
1090
1110
1100
1090
1110
PRES. R/ 1100 I
1090
1080
1100
1090
1080
I
I
STEPHENS COUNTY
SHEET NO. X13
1110
1100
1090
1080
-150 -140 -130 -120
1110
1100
1090
1080
-150 -140 -130 -120
STA_ 733-+57-33 A022, BEGIN EARTHWORK QUANTITY EXCEPTION
1110
1100
1090
-110 -100 -90 -80
-110 -100 -90 -BO
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 940.95 S.F. V.F. 3060.58 C.Y.
-------
-70
-70
CUT/FILL TABLE FOR STA. 73307.33
~ NORTHBOUND
Li*~cfl -----~--
- --------
-60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90
AH 735-00
"3%
--~----------------~~~~~~~~~---'-----------------------
-60 -50 -40 -30 -20 -1 0 0 10 20 30 40
AH 734-00
STA. 733'96.50 A022, END APPROACH SLAB, BEGIN BR. 'G' STA. 733"66.50 A022, BEGIN APPROACH SLAB, END TYPICAL SECTION NO. 4E
ej
"' "' ITT N tS%
~ NORTHBOUND
I "'90">0
' cp· +1 %
50 60 70 80 90
1110
1100
1090
1080
100 110 120 130 140 150
1110
1100
1090
1080
100 110 120 130 140 150
1110
1100
1090
1080-+~~~-r~~~-r-~~~T-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1080
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 802.94 S.F. V.F. 3191.80 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 733-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X 1 4
1120 it NORTHBOUND I
1110
1100
1090
1080 --------------- ------------
-----------150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10
AH 738-00
it NORTHBOUND
~~Aj 1110
1100
1090
1080
---
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -1 0 0 10
AH 737-00
It NORTHBOUND
I 0~
. --- ---- --- ---- ---- --- ---- --- - ,,00
LpM{a~ 1110
1100
1090
------------------
1080
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10
AH 736-00
20 30 40
----
20 30 40
20 30 40
50 60 70
----
50 60 70
50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
80 90 100
80 90 100
80 90 100
110 120 130
--
110 120 130
110 120 130
PRES. R/W
I
I f __ _
140
140
140
DUNCAN BYPASS SOUTH CONNECTOR
STATE JOB NO. 20316(23)
1120
1110
1100
1090
1080
150
1110
1100
1090
1080
150
1110
1100
1090
1080
1070
150
STEPHENS COUNTY
SHEET NO. X 1 5
1110
1100
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50
STA 741-+04_9"1 A022, A.C. 0.00 S.F. V.C. 0.00 C.Y. END EARTHWORK QUANTITY EXCEPTION A.F.3320.93 S.F. V.F. 0.00 C.Y.
CUT/FILL TABLE FOR STA. 741-04.94
1110
1100
1090
1080
-------------------------------
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50
1110
1100
1090
1080 -------------------------------------------
STA. 741-01.50 A022, END APPROACH SLAB, BEGIN TYPICAL SECTION NO. 4E
:+8%
NORTHBOUND 00 ~
~------~- - -- - - -- - - - -- - -
-40 -30 -20 -1 0 0 10
AH 741-00 20 30 40
STA. 740+71.50 A022, END BRIDGE "G", BEGIN APPROACH SLAB
it NORTHBOUND
. --- ---- --- ---- ---- --- ---- --- _[__ ()~()OJ
LfQPL(:a~
50
------~---------------
-40 -30 -20 -1 0 0 10 20 30 40 50
AH 740-00
it NORTHBOUND
I of'
fy . --- ---- --- ---- ---- --- ---- --- -.. ,,a ----11 ,.
60 70 80 90 100
-------------
60 70 80 90 100
PRES.R/W
110
------------------
120 130 140
PRES. R/W
I
I --------J __________ _
110 120 130 140
150
150
:s~1: -----------------------------~~-------------------------------------
1110
1100
1090
1080
1110
1100
1090
1080
1110
1100
1090
1080
1070-+~~~-r~~~-r-~~~c-~~~r-~~---i~~~--c~~~--r~~~-c-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~-c~~~-r~~~-c-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 -90 -80
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0 10
AH 739-00 20 30 40 50 60 70
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
[22] PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X 1 6
1100
1090
1080
-140 -130 -120
1110
1100
1090
1080
-140 -130 -120
1110
1100
1090
1080
-110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F. 536.01 S.F. V.F. 3632.36 C.Y.
-110 -100 -90 -BO
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F.1169.62 S.F. V.F. 6999.54 C.Y.
-70 -60
-70 -60
STA. 744•31.50 A022, END TYPICAL SECTION NO. 4E, BEGIN TYPICAL SECTION NO. 4D.
~ NORTHBOUND
I
~~ ,o~
c;:i· +1 %
"1" Cb h
_·· ·~-._·· - ___:·_:__;__._··:_:__:_•:__:_:__·:..:_._ ---,---___:_·__:_:_: •• _-----,- -b:::-1'3 ------------------------------------- -
-50 -40 -30 -20 -1 0
"3%
-50 -40 -30 -20 -1 0
~---•--L -~-~--~•--L- _ ----
0 10
AH 744-00
~ NORTHBOUND I
0 10
AH 743-00
~I NO:~HBOUNO (1.• ,o
~-"' ~1%
20 30 40 50
20 30 40 50
60 70 80 90 100 110 120 130 140
----------------------------------
60 70 80 90 100 110 120 130 140
-----~----------------------------
1100
RES. R/W
150
150
I
1d90 I
1080
1110
1100
1090
1080
1110
1100
1090
1080
1070-+~~~-r~~~-r-~~~T-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F.2117.12 S.F. V.F.11008.93 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 742-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X 1 7
1100
1090
-140 -130
1100
1090
-140 -130
1100
1090
1080
-150 -140 -130
1100
1090
1080
-120
-120
-110 -100 -90 -80
A.C. 633.82 S.F. V.C. 1861.61 C.Y. A.F o_oo S_F_ V_F o_oo c_y
-110 -100 -90 -80
A.C. 371.45 S.F. V.C. 879.11 C.Y. A.F. 0.00 S.F. V.F. 63.23 C.Y.
----------
-120 -110 -100 -90 -BO
A.C. 103.27 S.F. v.c. 201.59 C.Y. A.F. 29.69 S.F. V.F. 531.11 C.Y.
------------
-70 -60 -50 -40 -30 -20 -1 0
-70 -60 -50 -40 -30 -20 -1 0
"3%
-70 -60 -50 -40 -30 -20 -1 0
it NORTHBOUND
I
0 10
AH 748-00
it NORTHBOUND
I
0 10
AH 747-00
AH
it NORTHBOUND
I roryro
()e
' ~- +1%
0
7%-00 10
20 30
20 30
20 30
40
40
40
50
50
PRES. R/W
i;jt"' I -~-~-~~-~--------1
60 70 80 90 100 110 120
PRES.R/W
~I~ er-.=------:----------------1-------
I
I
I
60 70 80 90 100 110 120
PRES. R/W
~-~ i;j~;:
---'----:-------0--_---,---.'..-_--,--,--,---_~-----·-------------- _---
50 60 70 80 90 100 110 120
130 140
130 140
130 140
PRES.R/W
~ ~ I
~ ~ 1-
-------------------------------------------------- 1
1100
1090
150
1100
1090
150
1100
1090
150
1100
1090
1080
1070-+~~~-r~~~-r-~~~i-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 5.59 S.F. V.C. 10.35 C.Y. A.F. 219.70 S.F. V.F. 1609.38 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 745-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X 1 8
1100
1090
-150 -140
1100
1090
-150 -140
1100
-150 -140
1100
1090
-130 -120
-130 -120
-130 -120
-110 -100 -90 -80
A.C.1089.76 S.F. V.C. 4'192.28 C.Y. A.F o_oo S_F_ V_F o_oo c_y
-110 -100 -90 -80
A.C.1336.07 S.F. V.C. 4713.33 C.Y.
A.F. 0.00 S.F. V.F. 0.00 C.Y.
-110 -100 -90 -80
A.C.1209.13 S.F. V.C. 3939.65 C.Y.
A.F. 0.00 S.F. V.F. 0.00 C.Y.
-~----~~ -------
it NORTHBOUND
-70 -60 -50 -40 -30 -20 -1 0 0 10
AH 752-00
it NORTHBOUND
-70 -60 -50 -40 -30 -20 -1 0 0 10
AH 751-00
it NORTHBOUND
-70 -60 -50 -40 -30 -20 -10 0 10
AH 750-00
It NORTHBOUND
20 30
20 30
20 30
CAUTION !!! LOCATE FIBER OPTIC LINE. ACTUAL BACKSLOPE TO BE DETERMINED BY THE ENGINEER.
40 50 60
CAUTION !!! LOCATE FIBER OPTIC LINE. ACTUAL BACKSLOPE TO BE DETERMINED BY THE ENGINEER.
40 50 60
CAUTION !II LOCATE FIBER OPTIC LINE. ACTUAL BACKSLOPE TO BE DETERMINED BY THE ENGINEER
40 50 60
PRES. R/W
70
PRES. R/W
ES~I '!! __ cc __ --1 c_ 0
-1
70
PRES.R/W
ES~ I '!! __ 5: ___ J c_ 0
- -I
70
80
80
80
PRES. R/W
Eif'-' I 9'.! b:: I c_ 0
- --1
1100
1090
90 100 110 120 130 140 150
1100
1090
90 100 110 120 130 140 150
1100
90 100 110 120 130 140 150
1100
1090
1080-+-~---r-~--r--~-i--~-r-------i-~--+-~---r-~--r--~--c--~-r-----r--~---T-~-~-~-~-~-~-~-~-~--~---T-~--+-~---r-~--r--~--c--~-~--~-~-~-~-~-~-~-~-~-~-~-~-r-1080
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 918.28 S.F. V.C. 2874.26 C.Y. A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 749-00 10 20 30 40 50 60 70
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
[22] PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X 1 9
1090
~NORTHBOUND PRES.R/W
~~-~-· ~~~~~~~~----------.~-.·---.-_~·=_:_=· ~-~=~·~~:,_=z~_~.~~-~:~.~~~~/~.~;~l~:~:~~~~~~-~~~------------~~--l ___ _ ~- IE 1082.84
1080
-150 -140 -130 -120
1090
1080
-150 -140 -130 -120
STR. NO. @ EX I ST. 6'X5'Xl 35 8' LG. RCB STA. 1'19+58.0 A021, 21.0' LT. OUTLET; STA. 150+32.0 A021, 92.9' RT. OR STA. 154+23.5 A022, 141.9'LT.INLET. REMOVE HDWLLS. & 21'LG. RCB RT. EXTEND '11.7' LG. 6'X5' RCB LT. & CONST. HDWLL. AT OUTLET STA. 1'19+32.2 A021, 61.0' LT.
1090
-110 -100 ·90 ·80
A.C. 43.61 S.F. V.C. 128.70 C.Y.
A.F. 116.08 S.F. V.F. 1113."18 C.Y.
-110 -100 ·90 ·80
A.C. 25.89 S.F. V.C. 416.19 C.Y. A.F. 406.77 S.F. V.F. 960."16 C.Y.
·70
·70
STR.NO.@ STA. 750+19.80 A021, 73.TRT. DR STA. 754+19.0 A022, 164.2' LT. CONST. CD I AND 6'X5'X 192. 8' LG. RCB & HDWLL. AT INLET STA. 754+19.0 A022, 33.0' RT.
·60 ·50 ·40 ·30
·60 ·50 ·40 ·30
STR.ND.@ STA. 15'1+31.2 A022 CONST. SMD-TYPE 2, 51 .2' LT. STUB 6 L.F. 2'1' RCP INTO RCB
SEE :CROSS SECJI ON AT STA. 75D+OO: A021 ON SHEET.NO. 32 FOR MORE DETAILS.
GRATE I[ 1080.50 BOX fl 1:D71 .1'.10 PIPE AT RCB --fl_ 1'016 40
·20 ·1 0
·20 ·1 0
6'X5'Xl 92 .:8' LG. RCB AT 0. 70%
IE. 1074.56
0 10 20
AH 756-00
~ NORTHBOUND
I "' o."00·
' -2% i;:i· -4%
0 10 20
AH 755-00
30 40
30 40
IE. ]015 91
50 60
IE 1078.28
50 60
CAUTION !!! LOCATE FIBER OPTIC LINE. EXCAVATION SHALL BE AS DIRECTED BY THE ENGINEER.
70 80 90
70 80 90
1090
1080
100 110 120 130 HO 150
1090
1080
100 110 120 130 140 150
1090
1080
1070-+~...;..~~~...;..~~~.;...~~~.;...~~~"--~~--;~~~...;..~~~...;..~~~.;...~~~.;...~~~"--~~-;~~~~~~~~~~~~~~~~~~~~~~~~~~--;~~~...;..~~~...;..~~~.;...~~~.;...~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 ·90 ·80 ·70 ·60 ·50 ·40 ·30 ·20 ·1 0 0 10 20
AH 754+19
1090
1080
-150 -140 -130 -120 -110 -100 ·90 ·80 ·70 ·60 ·50 ·40 ·30 ·20 ·10 0 10 20
A.C. 198.85 S.F. V.C. 1492.85 C.Y. AH 754-00
A.F. 44.23 S.F. V.F. 94.19 C.Y.
1090
1080
30
30
40 50 60
CAUTION !!! LOCATE FIBER OPTIC LINE. ACTUAL BACKSLOPE TO BE DETERMINED BY THE ENGINEER.
t 1071.86
40 50 60
I[ 1082.86
CAUTION !!! LOCATE FIBER OPTIC LINE. ACTUAL BACKSLOPE TO BE DETERMINED BY THE ENGINEER
70 80
PRES.R/W
70
I
I
I
80
PRES.R/W
::s .. t~.. I ~ ~ I
__ .J
90 100 110 120 130 140 150
1090
1080
90 100 110 120 130 140 150
1090
1080
1070-+~~~-r~~~-c-~~~T-~~~r-~~--i~~~-c~~~-r~~~-c-~~~-c-~~~r-~~~r-~~--i~~~~~~~~~~~~~~~~~~~~~~--i~~~-c~~~-r~~~-c-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 ·90 ·80
A.C. 607.29 S.F. V.C. 3142.69 C.Y.
A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
·70 ·60 ·50 ·40 ·30 ·20 ·10 0
AH 753-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X20
1100
RES. R/~90
I
I
I
1100
1090
1080
1100
1090
1080
1090
1080
-150
-150
-150
-140 -130 -120
-140 -130 -120
-140 -130 -120
-110 -100 -90 -80
A.C. 131.91 S.F. V.C. '127.41 C.Y. A_F 99_5.q S_F_ V_F 561.09 C.Y
-110 -100 -90 -80
A.C. 98.69 S.F. V.C. 362.07 C.Y. A.F. 163.93 S.F. V.F. 777.93 C.Y.
-110 -100 -90 -80
A.C. 96.63 S.F. V.C. 3T7.30 C.Y.
A.F. 201.36 S.F. V.F. 703.44 C.Y.
-70
-70
-70
-60 -50 -40 -30 -20 -1 0
-60 -50 -40 -30 -20 -1 0
-60 -50 -40 -30 -20 -10
it NORTHBOUND I
0 10
AH 760-00
it NORTHBOUND I
0 10
AH 759-00
it NORTHBOUND
0 10
AH 758-00
20 30 40 50
20 30 40 50
20 30 40 50
60
60
60
PRES.R/W
:Ji e: I
Li::~ l~ --- --------------------------------------
oeru .. ···· .I
70 80 90
70 80 90
70 80 90
:------------
100 110 120 130
9;i b:: li-. o_ -
140
PRES.R/W
I
I
I
EJ .. t" .. ---~--- ---------
100 110 120 130 140
100 110 120 130 140
PRES. RIW
ecru I cu c: I ~~
-- >~--1
150
150
150
1100
1090
1100
1090
1080
1100
1090
1080
1090
1080
1070-+~~~--r~~~-r-~~~T--~~~r--~~---i~~~---j-~~~--r~~~-r-~~~-c-~~~r--~~~r--~~--T~~~~~~~~~~~~~~~~~~~~~~--T~~~---j-~~~--r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1010
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 1 07.11 S.F. V.C. 279.11 C.Y. A.F. 128.95 S.F. V.F. 521.82 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
NORTHBOUND CONST. CUT/FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 757-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X21
I• 10'
1110
1100
1090
1080
-150
1110
1100
1090
1080
-150
1100
1090
1080
-150
1100
PRES.R/W
I I I _______________ _
-140 -130 -120 -11 o -100 -90 -80
-.A.C. 383.15 S.F. v.c. 1267.52 C.Y. A.F 0-29 S_F_ V.F 15_65 C.Y
-. HAS BEEN SUBTRACTED FROM 6_67 S.F OF REMOVAL OF ASPHALT PAVEMENT
PRES.R/W
I I L~-------~---------
-140 -130 -120 -110 -100 -90 -80
-.A.C. 301.31 S.F. v.c. 1073.80 C.Y. A.F. 7.06 S.F. V.F. 72.47 C.Y.
-. HAS BEEN SUBTRACTED FROM 6.67 S.F. OF REMOVAL OF ASPHALT PAVEMENT
PRES.R/W
I I ---
J ___ __c _____
-140 -130 -120 -110 -100 -90 -80
-.A.C. 278.54 S.F. V.C. 808.78 C.Y. A.F. 26.97 S.F. V.F. 179.42 C.Y.
-. HAS BEEN SUBTRACTED FROM 6.67 S.F. OF REMOVAL OF ASPHALT PAVEMENT.
RES.R/W 1090 I --
I 1--~-----'
1080
-150 -140 -130 -120 -110 -100 -90 -80
•I A.C. 158.20 S.F. V.C. 537.24 C.Y.
l A.F. 57.28 S.F. V.F. 333.97 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
NORTHBOUND CONST. CUT/FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0
-~~
-70 -60 -50 -40 -30 -20 -1 0
-70 -60 -50 -40 -30 -20 -10
STA. 761->66.31 AD22, END TYPICAL
-70 -60 -50 -40 -30 -20 -1 0
AH
-8%
AH
-8%
AH
~ NORTHBOUND I
0 10
764-00
~ NORTHBOUND I
fl?' ,, ' .. '"' ,arf'.pS
(:,. <Q<v «.·,,_a -8%
0 10
763-00
l NORTHBOUND ~..:y' ,,
" .. O;~ s'0 ,._r:p~
(o· <Q<v '<.::<-.a_ -~8%
0 10
762-00
20
20
20
SECTION NO. 40, BEGIN
~ NORTHBOUND I
0 10 20
AH 761-00
30
--
30
-
30
TYPICAL
---- -
30
1110
1100
1090
1080
40 50 60 70 80 90 100 110 120 130 140 150
1110
-------------------- 1100
1090
1080
40 50 60 70 80 90 100 110 120 130 140 150
1100
----------------~-
1090
1080
40 50 60 70 80 90 100 110 120 130 140 150
SECTION NO. 4H
p
1100
---------
1090
1080
40 50 60 70 80 90 100 110 120 130 140 150
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X22
1120
1110
1100
1090
1120
1110
1100
1090
1120
1110
1100
1090
1110
1100
1090
10' I •
-150 -140
PRES.R/W
I I I __ ~-~---
-130 -120 -110 -100 -90 -80
.,. HAS BEEN SUBTRACTED FROM 6.67 S.F. TA.C. 359.16 S.F. V.C. 1361.22 C.Y.
-150
OF REMOVAL OF ASPHALT PAVEMENT.
PRES.R/W
I
I
A.F. 0.00 S.F. V.F. 0.00 C.Y.
I _____ _
-140 -130 -120 -110 -100 -90 -80
T HAS BEEN SUBTRACTED FROM 6.67 S.F. "'A.C. 375.90 S.F. V.C. 1"108.35 C.Y.
-150
OF REMOVAL OF ASPHALT PAVEMENT.
PRES.R/W
I
I
l_~_l
A.F. 0.00 S.F. V.F. 0.00 C.Y.
-140 -130 -120 -110 -100 -90 -80
T HAS BEEN SUBTRACTED FROM 6.67 S.F. "'A.C. 384.61 S.F. V.C. 1'169.26 C.Y.
-150
OF REMOVAL OF ASPHALT PAVEMENT.
PRES.R/W
I
I
A.F. 0.00 S.F. V.F. 0.00 C.Y.
1 _______ _
-140 -130 -120 -110 -100 -90 -80
T HAS BEEN SUBTRACTED FROM 6.67 S.F. TA.C. 408.79 S.F. V.C. 1'166.56 C.Y. OF REMOVAL OF ASPHALT PAVEMENT. f-A-.F-. --O._O_O_S-.F-.+-V-.F-.--0-.6-7-C.-Y.__,
AREA CUT (A.C.) VOLUME CUT (V.C.l
AREA EMB (A.F.l VOL. EMB. +15% (V.F.l
NORTHBOUND CONST. CUT/FILL TABLE
-70 -60
-70 -60
-70 -60
-70 -60
-50 -40 -30 -20 -10
-8%
it> NORTHBOUND I
0 10
AH 768-00 20 30
SIA. 751 ¥17.17 A022, BEGIN FULL WIDTH AUXILIARY. LANE
40 50 60 70
ST A. 761 ¥17.17 A022, END TYPICAL SECTION NO. 4H, BEGIN TYPICAL SECTION NO. 48
-50 -40 -30 -20 -1 0
-50 -40 -30 -20 -1 0
_-..__;..
-50 -40 -30 -20 -1 0
~ NORTHBOUND
0 10
AH 767-00
-8%
AH
-8%
it> NORTHBOUND I
0 10
755-00
It> NORTHBOUND I
r,,$' <'
""% "I?" s"J·
.,_aOJ,p_ ,. "' '< ·,o -8%
0 10
AH 765-00
20 30 40
20 30 40
20 30 40
---
50 60 70
50 60 70
50 60 70
HATCH LEGEND ESs.:J PHASE 1 CONSTRUCTION
ESs.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
1120
1110
1100
1090
1080
80 90 100 110 120 130 140 150
1120
-----------------1110
1100
1090
80 90 100 110 120 130 140 150
1120
---------------- 1110
1100
1090
80 90 100 110 120 130 140 150
1110
1100
1090
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X23
1110
PRES.R/W
1100 -8%
Iii NORTHBOUND I 1110
---------------
1100
1090~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-1090
-150 -140 -130 -120 -11 o -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
"' HAS BEEN SUBTRACTED FROM 6.67 S.F. "'A.C. 146.95 S.F. V.C. 702.65 C.Y. OF REMOVAL OF ASPHALT PAVEMENT. A.F. 0.00 S.F. V.F. 0.00 C.Y.
1120
0 10
AH 772-00
Iii NORTHBOUND I
20 30 40 50 60 70 80 90 100 110 120 130 140 150
1120
STA. 779-00, END INCIDENTAL CONSTRUCTION
•A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 0.00 S.F. V.F. 35.24 C.Y. STA. 775'47.17, END PROJECT,
CUT/FILL TABLE FOR STA. 775-tLl7.1'i BEGIN INCIDENTAL CONSTRUCTION
T HAS BEEN SUBTRACTED FROM 6.67 S.F. STA. 775'47.14, END TAPER OF REMOVAL OF ASPHALT PAVEMENT.
~ NORTHBOUND
1110 I :f'~' 1110 <f'r:J<,,,.f,,"'
((;,--~
~rc~s<:)· "Ci&-"<' DETOUR
PREfll ------------ ----~ '<~~<(;~ ----- 1100 -··cs%
I ~
I 1b90 1090
-150 -140 -130 -120 -110 -100 ·90 ·80 ·70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
•A_C 40.3"1 S_F_ vc 210.56 C.Y AH 775-00
A.F. 0.00 S.F. V.F. 0.00 C.Y.
• HAS BEEN SUBTRACTED FROM 6.67 S.F. OF REMOVAL OF ASPHALT PAVEMENT.
~ NORTHBOUND
1110 I sa"'a' 1110 q_.f' <,,.17
"'" 11_rf.q ------ -------
PR S.R/W ,,_ooi~
c:i· Q:i<v 1100
I ~-e% ~-s%'<<::.T:J 1100
I ------I
1090 1090 _,5@ -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
TA.C. 73.36 S.F. V.C. 327.00 C.Y. AH 774-00
A.F. 0.00 S.F. V.F. 0.00 C.Y.
T HAS BEEN SUBTRACTED FROM 6.67 S.F. OF REMOVAL OF ASPHALT PAVEMENT.
~ NORTHBOUND
1110 I -s<J~<
1110
<f'r:J<,,_.f,,V
"'---~ ---------- -------PRES. RIW (\.'Y-s<::i·
I .._<::iO)'<P -----
1100 -~8% o·-«><v- 1100
I _'<-{>-a-8% -----
I -------
1090 1090 _,5@ -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
I• 10' •I AH 773-00 ,. HAS BEEN SUBTRACTED FROM 6_67 S_F ,.A.C. 103.22 S.F. V.C. '163.28 C.Y.
HATCH LEGEND
1 OF REMOVAL OF ASPHALT PAVEMENT. A.F. 0.00 S.F. V.F. 0.00 C.Y.
STA. 772'51.39, END FULL WIDTH AUXILIARY LANE, BEGIN TAPER ESs.:J PHASE 1 CONSTRUCTION AREA CUT (A.C.) VOLUME CUT (V.C.l ESs.:J PHASE 2 CONSTRUCTION AREA EMB (A.F.l VOL. EMB. +15% (V.F.l ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
NORTHBOUND CONST. CUT/FILL TABLE STATE JOB NO. 20316(23) SHEET NO. X25
S.R/W
I
I I
.RIW
I
I
I
1100
1090
-150 -140 -130 -120
1100
1090
1080
-150 -140 -130 -120
1100
1090
1080
-150 -140 -130 -120
1100
1090
----~-------
-110 -100 -90 -80 -70
A.C. 4.46 S.F. V.C. 0.00 C.Y. A_F 120-43 S_F_ V.F 0.00 C.Y
CUT/FILL TABLE FOR STA. 727+15
EARTHWORK QUANTITIES FOR NORTHBOUND CONSTRUCTION STARTING FROM STA. 727+15 A021
-110 -100 -90 -80 -70
---------------------
-110 -100 -90 -80 -70
-----------------
STA. 727+15.19 A021, END TYPICAL SECTION NO. 3B (MODIFIED), BEGIN TYPICAL SECTION NO. '1C.
-60 -50
-60 -50
-------------
-60 -50
-----------
-40 -30 -20 -1 0
-40 -30 -20 -1 0
- - --
-40 -30 -20 -10
0 10 20
AH 727-00
0 10 20
AH 726-00
~ SOUTHBOUND
I ~" ~"
'" (j•
0 10 20
AH 725-00
~ SOUTHBOUND
SHLDR. BREAKOVERS 0.3' & 5.5" AS SHOWN ( 7" MAX. PERMITTEDl <CONTRACTOR TO ADJUST X-SLOPES AS NEEDED, TO AVOID SHARP EDGESl
30 40
SHLDR. BREAKOVERS 1.2' & 6.5' AS SHOWN ( 7' MAX. PERMITTED) (CONTRACTOR TO ADJUST X-SLOPES AS NEEDED, TO AVOID SHARP EDGEl
30 40
X-SLOPE BREAKOVER 'L5° AS SHOWN (CONTRACTOR TO ROUND CROWN PART & ADcJUST X-SLOPES AS NEEDEDl
30 40
50
50
50
60
60
60
70 80 90 100 110 120 130 140
PRES.R/W
I I
_____________________________________ J _____ _
70 80 90 100 110 120 130 140
PRES.R/W
I
I ____________ L ___________
70 80 90 100 110 120 130 140
I of' R/W cf•
....._:_ z ....c. -/- ~--o-,-~-z-=:7==:;-:z;::::-":;-24=%:;:'::"=:L;::,o=.L;:-=2~':;::=Lr_=L_r=.L;:_=_/_::;_:;_=L_;;::::_=L_;::_===z--:7:_~_/_~,-_-7=-_ - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - -~R~~ ~[~ l _ -----------
PRES.R/W 11go
150
150
150
I
I
1090
1100
1090
1080
1100
1090
1080
1100
1090
1oso~~~~--r~~~-r-~~~T-~~~r--~~---i~~~---j-~~~--r~~~-r-~~~-r-~~~r--~~~r--~~--T~~~~~~~~~~~~~~~~~~~~~~--T~~~---j-~~~--r~~~-r-~~~-r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1oso
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50
AH 724-00 EARTHWORK QUANTITIES ARE INCLUDED IN
CUT /FILL TABLES FOR SOUTHBOUND CONSTRUCTION. STA. 72'1'69.27 A021, END TYPICAL SECTION NO. 3B, BEGIN TYPICAL SECTION NO. 3B (MODIFIED). AREA CUT (A.C.l VOLUME CUT 1V.C.l SEE SHEETS X01-X11 FOR CROSS SECTIONS FROM STA. 689+00 TO 723+00. AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
60 70 80 90
HATCH LEGEND ESS:'.) PHASE 1 CONSTRUCTION
E2Z] PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X26
1110
1100
S. R/W 1090
I
I
I 1080
1110
1100
-150
PRES. R/W
R/W
I•
I 1090
I
I
1080
1070
1110
1100
-150
PRES.R/
10~0 I I
1080
-150
1100
1090
1080
-150 10' •I
l
-140 -130 -120
-140 -130 -120
-140 -130 -120
-----
-140 -130 -120
-110 -100 -90 -80 -70 -60 -50 -40
A.C. 0.00 S.F. V.C. 0.00 C.Y. A_F 195_06 S_F_ V_F 928_65 C.Y
-110 -100 -90 -80 -70 -60 -50 -40
A.C. 0.00 S.F. v.c. 0.00 C.Y. AF 241 .00 S_F VF 1021_14 C.Y
---------------------
-110 -100 -90 -80 -70 -60 -50 -40
A.C. 0.00 S.F. v.c. 0.00 C.Y. A.F. 238.49 S.F. V.F 873.68 C.Y.
------------ ----------~ ---------------
-110 -100 -90 -80 -70 -60 -50 -40
A.C. 0.00 S.F. v.c. 7.02 C.Y.
A.F 171.76 S.F. V.F 528.92 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
SOUTHBOUND CONST. CUT /FILL TABLE
-30 -20 -1 0
-30 -20 -1 0
-30 -20 -10
-30 -20 -1 0
-8%
~ SOUTHBOUND I
0 10
AH 731-00
~ SOUTHBOUND I
-8%
0 10
AH 730-00
~ SOUTHBOUND I
~0 ,,. 00
' -8%
o· -8%
- ---
0 10
AH 729-00 ~ SOUTHBOUND
I "' 0·
o': '
-8% o· -8%
0 10
AH 728-00
20 30 40
20 30 40
20 30 40
20 30 40
1110
-~ 1100
1090
1080
50 60 70 80 90 100 110 120 130 140 150
1110
1100
1090
1080
1070
50 60 70 80 90 100 110 120 130 140 150
1110
1100
1090
1080
50 60 70 80 90 100 110 120 130 140 150
1100
- ---- - - -------------------
1090
1080
50 60 70 80 90 100 110 120 130 140 150
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X27
1090
1080
-150
1090
1080
-150
1110
1100
1090
PRES. /W
1070
1110
1100
1090 RES. R/W
I
I I 1oso
I
-150
-140
PRES.R/W
I
I
-130 -120 -110 -100 -90 -80
A.C. 15.37 S.F. V.C. 74.98 C.Y.
A.F. 128.40 S.F. V.F. 542.44 C.Y.
__ J _________________ _
-140 -130 -120
-140 -130 -120
-110 -100 -90 -80
A.C. 25.12 S.F. V.C. 88.30 C.Y. A.F. 126.31 S.F. V.F. 584.24 C.Y.
-110 -100 -90 -80
A.C. 22.56 S.F. v.c. 83.31 C.Y.
A.F. 148.03 S.F. V.F. 632.05 C.Y.
-70 -60 -50 -40 -30 -20 -1 0
-70 -60 -50 -40 -30 -20 -1 0
-70 -60 -50 -40 -30 -20 -1 0
it SOUTHBOUND
I "" G'?J"':J·
' 1090
,. -8% ------------------------------------------
1080
0 10 20 30 40 50 60 70 80 90 100 110 120 130 HO 150
AH 735-00
1090 -------------------8%
1080
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
AH 734-00
it SOUTHBOUND I 1110
1100
----------------~----------- 1090 ------------
1080
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
AH 733-00
It SOUTHBOUND I 1110
1100
-8% 1090
1080
1070-+~~~-r~~~-r-~~~T-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 22.43 S.F. V.C. 41.54 C.Y. A.F. 148.76 S.F. V.F. 732.21 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
SOUTHBOUND CONST. CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 732-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X28
1090
1080
-150
1090
1080
-150
1090
1080
-150
1090
1080
-150
1090
1080
1070
PRES R/W
I
I
I
-140
-140
-140
-140
-130 -120
-130 -120
-130 -120
-130 -120
-110 -100 -90 -80
A.C. 17.71 S.F. V.C. 32.80 C.Y.
A.F. 291.36 S.F. V.F. 1497.70 C.Y.
-110 -100 -90 -80
A.C. 0.00 S.F. V.C. 15.43 C.Y.
A.F. 411.91 S.F. V.F. 2403.56 C.Y.
-110 -100 -90
-70
-70
AH 736+79. 1
-110 -100 -90 -80
A.C. 8.33 S.F. V.C. 43.89 C.Y.
A.F. 716.72 S.F. V.F. 1799.79 C.Y.
-70
-60 -50 -40 -30 -20 -1 0
-60 -50 -40 -30 -20 -1 0
-60 -50 -40 -30 -20 -1 0
-60 -50 -40 -30 -20 -10
it SOUTHBOUND I
0 10
AH 738-00
-8%
it SOUTHBOUND I
0 10
AH 737-00
-8%
-8%
it SOUTHBOUND
10
it SOUTHBOUND I
0 10
AH 736-00
It SOUTHBOUND
I
-8%
20 30 40 50
20 30 40 50
20 30
20 30 40 50
[- 1071.90
60 70 80 90 100 110 120
--------
60 70 80 90 100 110
NOTE: SECTION AT STA. 737-+57.5 IS AHEAD OF SECTION AT STA. 737-00 IN THIS SHEET LAYOUT, DUE TO THE AVAILABILITY OF THE DRAFTING AREA.
STR.: NO. ·10, -~o"TA:-737~21-.9 A021 CONST. 6'X4'X1.i:\1.0' LG. RCB (-20~ SKEW- R.F.~TO ROADWAY), 85.2' LG. -LT. & =55.8' - LG. RT. WI 2-HDWLLs. (STD. 30° SKEW) tn--srA. 736+7-S..l,--1o~e u.- & STAC 737-97.5, :47.0' :RT.
70 80
AH 737+575
---
90 100 110
120
120
130 HO 150
------------
130 140 150
130 140 150
--~------------------
60 70 80
STR. NO. 9, STA; 735+82 A021 CONST. 1 ~ L.F .. 36" RCP, 58' -L-G: LL & -72' LG.- RT. WI 2-CETs
90 100 110 120 130 140 150
1090
1080
1090
1080
1090
1080
1090
1080
1090
1060-+~~~-r~~~-r-~~~T--~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1060
-150 -140 -130 -120 -110 -100 -90 -80
AREA CUT (A.C.) VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0 10
AH 735+82 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X29
1090
1080
-150 -1 "IO -130 -120
1090
1080
-150 -1 "IO -130 -120
1090
1080
-150 -1 "IO -130 -120
1090
1080
-150 -140 -130 -120
A.C. 0.00 S.F. V.C. 13.33 C.Y.
A.F. 252.22 S.F. V.F. 886.30 C.Y.
PHASE 2 CUT/FILL TABLE AT STA. 739-+85 • 1090
1080
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 192.05 S.F. V.F. 831.71 C.Y.
PRES.R/W
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 198.49 S.F. V.F. 928.28 C.Y.
it SOUTHBOUND I
0 10
AH 743-00
it SOUTHBOUND I
0 10
AH 742-00
it SOUTHBOUND I
i'
20 30
20 30
40 50 60 70 80 90 100
40 50 60 70 80 90 100
o'Oo·
PRES. R/W C::i" -7% --------------------
: -------------~-"-"-"-=;~;:~ s~~~863____________ -
I ------
-110 -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 237.40 S.F. V.F. 1042.71 C.Y.
-70 -60 -50 -40 -30 -20 -1 0 0 10
AH 741-00
it SOUTHBOUND I
" o"'OJ· '
20 30 40 50 60 70 80 90 100
110
110
110
PRES_._R_('W __ -_ _____ ; ______ -_ ____ ; ____ : _____ ; _______________________ 73
__ xL-- -7% _______ ~ _; ---------------
I - • • • • • • .-- ---- ---- t 107689
L ___________________ ~-'--'';.-'"-'~~~~~~~ -110 -100 -90 -80 -70
A.C. 0.00 S.F. V.C. 0.00 C.Y. A.F. 252.22 S.F. V.F. 161.14 C.Y.
PHASE 1 CUT /FILL TABLE •
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F. 252.22 S.F. V.F. 0.00 C.Y.
PHASE 1 CUT/FILL TABLE AT STA. 739-+85 •
PRES.R/W
-60 -50 -40 -30
• PHASE 1 CONSTRUCTION STARTS FROM STA. 740-tOO A021 TO E.O.P. SOUTHBOUND. TEMP. LONG. SLOPE ENDS AT STA. 739-t85.
-20
PHASE 2 CONSTRUCTION nAPERl ENDS AT STA 740-tOO. FULL SECTION ENDS AT STA. 739-tBS A021.
-10 0 10 20 30 40
AH 740-00
It SOUTHBOUND
50 60 70 80 90 100 110
120 130 HO
120 130 140
120 130 140
-----
120 130 140
------------------ ------I
I ______ L ______________ _
1090
1080
150
1090
1080
150
1090
1080
150
1090
1080
150
1090
1080
1070-+~~~--r~~~-r-~~~T-~~~r--~~---i~~~---j-~~~--r~~~-r-~~~-c-~~~r--~~~r--~~-+~~~~~~~~~~~~~~~~~~~~~~-+~~~---j-~~~--r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1070
-150
10· I • -140 -130 -120
A.C. 8.47 S.F. V.C. 48.48 C.Y. A.F. 233.40 S.F. V.F. 1126.06 C.Y.
AREA CUT (A.C.l VOLUME CUT (V.CJ AREA EMB. (A.F.) VOL. EMB. +15% (V.F.J
PHASE 2 CUT /FILL TABLE
-110 -100 -90 -80
AREA CUT (A.C.) VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
-70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40
AH 739-00 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X30
1090
1080
1070
-150 -140 -130 -120
1090
1080
1070
-150 -140 -130 -120
1090
1080
1070
-150 -140 -130 -120
1090
1080
-4-% PRES.R/W
-11 o -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30
TA.C. 33.07 S.F. v.c. 88.37 C.Y. AH 747-00
A.F 163.61 S_F_ V.F 688-25 C.Y STA. 746->97.32 A021, END TYPICAL SECTION NO. 4F, BEGIN TYPICAL T HAS BEEN SUBTRACTED FROM 6.67 S.F.
OF REMOVAL OF ASPHALT PAVEMENT.
~ SOUTHBOUND I 0"'
"°" o~
' PRES.R/W
-----~ss£si:_Z:"~: 3- =
------
-110 -100 -90 -80 -70 -60
TA.C. 1"l65 S.F. v.c. 27.13 C.Y.
A.F. 159.57 S.F. V.F. 693.98 C.Y.
T HAS BEEN SUBTRACTED FROM 6.67 S.F. OF REMOVAL OF ASPHALT PAVEMENT.
-110 -100 -90
A.C. 0.00 S.F. V.C.
A.F. 166.30 S.F. V.F.
PRES.R/W
I
I I ------------
-80
0.00 C.Y.
753.76 C.Y.
PRESCR/W
I I
-70 -60
1-------"---,---
-50 -40 -30 -20 -1 0 0 10 20
AH 746-00
STA. 745+56.26 A021, END TYPICAL SECTION NO. 4C, BEGIN
~ SOUTHBOUND I ,,,,,,
:o· o~
' 4% '
o· c2%
------~-~-:csss::~~~\,cc'> ~
'" s: s
-50 -40 -30 -20 -10
AH
-4%
0 10
745-00
~ SOUTHBOUND I
20
30
TYPICAL
30
1090
1080
1070
40 50 60 70 80 90 100 110 120 130 140 150
SECTION NO. '15.
1090
' I ------
1080
1070
40 50 60 70 80 90 100 110 120 130 140 150
SECTION NO. 4F.
1090
------------- ------
1080
1070
40 50 60 70 80 90 100 110 120 130 140 150
1090
1080
1070-+~~~-T-~~~-r-~~~i-~~~r--~~---i~~~---j-~~~-T-~~~-r-~~~-c-~~~r--~~~r--~~--T~~~~~~~~~~~~~~~~~~~~~~--T~~~---j-~~~-T-~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1070
-150 -140 -130 -120 -11 o -100 -90 -80
A.C. 0.00 S.F. V.C. 0.00 C.Y.
A.F. 187.64 S.F. V.F. 808.60 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
AH 744-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X31
1090
PRES.R/W
1080
-150 -140 -130 -120 -110 -100 -90 -80
TA.C. 12.61 S.F. V.C. 46.13 C.Y. A_F 39-2"1 S_F_ V_F 313-42 C.Y
T HAS BEEN SUBTRACTED FROM 6.67 S.F. OF REMOVAL OF ASPHALT PAVEMENT.
1090
PRES.R/W
1080
-70 -60 -50 -40 -30
STR. NO. @ EX I ST. 6'X5'X 135 8' LG. RCB STA. 749+58 0 A021, 21.0'LT. OUTLET; STA. 750+32 0 A021, 92.9' RT. OR STA. 754+23.5 A022, 141.9'LT. INLET. REMOVE HDWLLS. & 27' LG. RCB RT. EXTEND 47.7' LG. 6'X5' RCB LT. & CONST. HDWLL. AT OUTLET STA. 749+32.2 A021, 61 .O' LT.
-20 -1 0
Iii SOUTHBOUND
4%
0 10 20 30 40 50 60
AH 751-00
-4
70 80 90 100
STR.ND.@ STA. 750+19.8 A021, 73.7'RT. OR STA. 754+19.0 A022, 164.2'LT. CONST. CD I AND 6'X5'X192.8' LG. RCB &
110
HDWLL. AT INLET STA. 754+ 19. 0 A022, 33. O' RT.
1"1M 1083.06
120 130 140 150
SEE CROSS SECTION AT STA. 75"1+19 A022 ON SHEET NO. X20 FOR MORE DETAILS.
1090
1080
1090
#==="==o=~=============;=~~==========!-1080 ------~--------NE; 6'X5'Xl92.8'LG. RCB AT 0.70%
-====r~~==~"=============l[_==±i-====================== =========-===============
STA. 752"'46.75 A021, END SOUTHBOUND TAPER EXIT RAMP CONSTRUCTION
It SOUTHBOUND
I ~-,., a %
#."3s<::i·
1090 "-'¥-fl 1090 ·4% '<\_a-
PRES. R/W
I --1080 I -- -- 1080
~------I -----
1070 1070
-150 -140 -130 -120 -110 -100 ·90 ·80 ·70 ·60 ·50 ·40 ·30 ·20 ·10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
.,.A.C. 11.21 S.F. V.C. 20.97 C.Y. AH 752¥16.75
A.F. 1.00 S.F. V.F. 1.99 C.Y .
.,. HAS BEEN SUBTRACTED FROM 6.67 S.F. It SOUTHBOUND OF REMOVAL OF ASPHALT PAVEMENT. r;;,'D¥,.::)'
-°_~'<" (l.1J:<::r
..,a'b.p"::J
1090 C'.:t· 'b<v_ 1090 «·,e:J I
PRES.R/W --I _ _L I -------- -
1080 -- -- 1080
I ---------
1070 1070
-150 -140 -130 -120 -110 -100 ·90 ·80 ·70 ·60 ·50 ·40 ·30 ·20 ·1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
I• 10' •I AH 752-00 • HAS BEEN SUBTRACTED FROM 6.67 S.F. •A.C. 13.03 S.F. V.C. 47.44 C.Y.
l OF REMOVAL OF ASPHALT PAVEMENT. A.F. 1.00 S.F. V.F. 85.70 C.Y.
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
AREA CUT (A.C.l VOLUME CUT 1V.C.l [22] PHASE 2 CONSTRUCTION AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
CUT /FILL TABLE STATE JOB NO. 20316(23) SHEET NO. X33
1100
1090
1080
1100
1090
1080
1100
1090
1080
1070
1100
1090
1080
R/W
I
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0
A.C. 471.39 S.F. V.C. 1728.17 C.Y. A.F. 0.00 S.F. V.F. 0.00 C.Y.
R/W
----~---------~-_-__________ _! ______________ ~---~-'--
it RAMP C I
PRES- R/W
0
704-00 10
it RAMP C I
I
I
I_
20
PRES.R/W
I
I
I_
30 40 50
1100
1090
1080
60 70 80 90 100 110 120 130 140 150
1100
1090
1080
~~~~-r~~~-r-~~~-r-~~~r-~~--c~~~--c~~~-r~~~-r-~~~-r-~~~r-~~~r-~~--c~~~~~~~~~~~~~~~~~~~~~~--c~~~-+~~~-r~~~-r-~~~-r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1070
1do
R/W
_________________________ _! ________ _
-150 -140 -130 -120 -110 -100 -90 -BO
A.C. 309.72 S.F. v.c. 584.57 C.Y. A.F. 0.00 S.F. V.F. 358.97 C.Y.
R/W
I
-70
' \
-60 -50 -40 -30 -20
'-"--·~Vi··:_
it RAMP C I
PRES.R/W
I
I
-1 0 0 10 20
702-00
It RAMP C I
PRES. R/W
30
40 50 60 70
40 50 60 70
STR.NO.@ STA. 700+96.6 A026 CONST. 100 L.F. 43"X26' RCPA w/ 2-CETs. (FOR A SECT I ON VI El'I. SEE CROSS SECT I ON AT STA. 22+00 A003 ON SHEET NO. X521
80 90 100
80 90 100
-------------------
110 120 130 140
1100
1090
1080
110 120 130 140 150
1100
1090
1080
-------------------------1070-+~~~-r~~~-r-~~~-r-~~~r-~~--c~~~--c~~~-r~~~-r-~~~-r-~~~-r-~~~c-~~--c~~~~~~~~~~~~~~~~~~~~~~--c~~~--c~~~-r~~~-r-~~~-r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1070
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 5.95 S.F. V.C. 4.32 C.Y. A.F. 168.56 S.F. V.F. 140.72 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
701-00 10 20 30
STA. 700->BOAO A026, BEGIN RAMP C CONSTRUCTION
40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X34
1100
RIW 1090
1080
PRES.R/W
I I
I
IL 1068-.62
it RAMP C I
of' oro~·
' -2% i;::i· -2%
1100
1090
1080
1070--t---~~--,---~~~~~~~~~~,--~~-,---~~~:--'"'i-""~===:::c:===;;i"'°"";:-~1:-~~---r:-~~~,--~~-i---~~--i:~~~--,~~~-r-~~~r-~~---,-~~-:i---~~--i:~~~--,~~~l:-~~---:i:-~~---,-~~-,---~~-i---~~--,~~~--,~~~r:-~~~r-~~---r:-1070 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
1100
1090
1080
1070
-150 -140 -130 -120
1100
1090
-150 -140 -130 -120
1100
A.C. 138.78 S.F. V.C. 315.91 C.Y. A.F.1043.05 S_F_ V.F 3460.65 C.Y
R/W
I
-110 -100 -90 -80
A.C. 31.81 S.F. v.c. 109.83 C.Y.
A.F. 581.95 S.F. V.F. 1671.78 C.Y.
R/W
-110 -100 -90 -80
A.C. 27.50 S.F. V.C. 437.44 C.Y. A.F. 203.06 S.F. V.F. 432.44 C.Y.
-70 -60
-70 -60
PRES.R/W
-50
-50
I I
I
-40
-40
-30
-30
-20 -1 0
PRES. R/W
-20
I
I
I
-10
708-00
it RAMP C I
~OJ-<o ,a~
-2% i;::i· -2%
0 10 707-00
-2%
it RAMP C I
0
706-00 10
It RAMP C I
20 30 40
20 30 40
1100
1090
1080
50 60 70 80 90 100 110 120 130 140 150
1100
1090
50 60 70 80 90 100 110 120 130 140 150
1100
- RIW. PRES. R/VV. ~
:~~~~~~~~~~~~~~~~~~[-~-[-[-~l~_[·-~-~-J-~-~-~-~-~-1-~-[-l-~-~-:-[-~-~-~-~-J-[-~-~-~-~-1-~-~-1-~-~~~~~~~~~~~~~~~~~:·:2~%~:::~:·'0:~:0~:.:·1:.8:4~%~~~~~-~~-~-~-~~~~~~~~~~~~~~~~~~-~-~-~-~-~-~-~-~-~-~-:-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~~:~~~ -150 -140 -130 -120 -110 -100 -90 -80
A.C. 208.72 S.F. V.C. 1259.46 C.Y. A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
705-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X35
1090
1080
1070 
1090
1080
1070
-150 -1 "IO
1090
1080 -------
1070
-150 -1 "IO
1090
1080
-150 -1 "IO
1090
1080
1070
1060
-150 -140
1090
1080
1070 ----'--'---~--'-''--'-'-----:
1060
-150 -140
I• 10' •I
l
-130
-130
-130
-130
It\_ RAMP C
I '\~o" PRES. R/W R/W ,oro.p
~'---~~~~~~--:::-:==~--:---c-~"'Z_-7-7-7-~"-'-~_== __ =-S:_ "'-:;;-~-4~%2'~~0·=~=-~'2~%=======::::::;:::;_~-==-=~:o-=~~?-e----------------~~~~~_!_ _ ___________ l_ ~------------
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 HO 150
720-00 It\_ RAMP c I __ '~-<:i, PRES.R/W 0·' R/W ,<1''1' I c,.~
[ 1081.50 -"1% '<~a -2% I
- - - - ---- -- - - ---- - -________ L ______________
- - -
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110
719-00
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110
718-00
It\_ RAMP C
1-~~$0"
_:: ___ ::_:I : "
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110
717-00
1 R~~: c c:!P'l/';;j':;,
c,,.~"" -5.8% '<(..o -5.B%
120
120
120
130 140
130 140
PRES.-R/W
130
I
I j
140
150
150
R/
150
1090
1080
1070
1090
1080
1070
1090
1080
1070
1060
1090
R/W
PRES. 7~r I ---- - - -- ---- - ---- - - I ---- -
----------~--------------- 10 0
1060
-130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
716-00 HATCH LEGEND
ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. X38
1100
1090
-150 -140 -130 -120
1100
1090
-150 -140 -130 -120
1100
1090
-150 -140 -130 -120
1100
1090
----------
-110
-110
-110
STA. 724+24.74, END 300' LONG TAPER
Iii. RAMP C
o'b~3' 0 '«" ~ SOUTHBOUND
&'f:;s o"" R.-ec Co~ ~~ ,00
,"'~ "" ~ ~ «..:.o '1% ~>-- "' 2%
--_-_-_-_-_-_~-----~-----=-=-~-~-=-=-~-~-===-=-=-Z-~-~-~~ry===~----=SS~~~~z~i~~~L~;2~~~~;z~=~~~~~~~=----~~c~-~T~~7~~--------------------------------
-100 -90 -80 -70 -60 -50
-100 -90 -80 -70 -60 -50
-100 -90 -80 -70 -60 -50
-40 -30 -20
-40 -30 -20
-40 -30 -20
-1 0
-1 0
-10
0
724-00
0
723-00
0
722-00
10 20 30 40
10 20 30 40
10 20 30 40
STA. 721 +24.74, END FULL WIDTH AUXILIARY LANE, BEGIN 300' LONG TAPER
Iii. RAMP C
o'ri,,~:J'-a" ii:,'< ~ SOUTHBOUND
50 60 70 80 90 100 110 120 130 140
50 60 70 80 90 100 110 120 130 140
50 60 70 80 90 100 110 120 130 140
!~)~· ·j. ,_(?_-_"_IP_.
_4% x~a_ -2% _(p:
~---------------------------~~:-~zz.::..:;cJ-~7'"""~~~"""'-~::::.=:::=:.:.::::.:'.'.:'.:::'.:::'.:.=:=:=:=.:..:;.;..~~=~~=~~~=~-.:::..::~==sc='-''"-'.i=~·~r:._:z~;;r-z:.:L;r~~----------------------------
1100
1090
150
1100
1090
150
1100
1090
150
1100
1090
1080-+-~--i--~--c--~-T--~-r--~---i-~--+-~--i--~--c--~-+--~-r--~-r-~----i-~-~-~-~-~-~-~-~-~-~~----i-~--+-~--i--~--c--~-+--~-~-~~-~-~-~-~-~-~-~-~-~-~-~-f-1080
-150 -140 -130 -120 -110 -100 -90
10· I •
l -80 -70 -60 -50 -40 -30 -20 -1 0 0
721-00 10 20 30 40 50 60 70
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
[22] PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X39
1100
1090
1080
1070
-150
1100
1090
1080
1070
1060
-150
1100
1090
1080
1070
-140 -130 -120 -110 -100 -90 -80 -70
A.C. 893.14 S.F. V.C. 3425.78 C.Y.
A.F. 0.00 S.F. V.F. 0.00 C.Y.
-140 -130 -120 -110 -100 -90 -BO -70
A.C. 956.78 S.F. v.c. 3204.15 C.Y.
A.F. 0.00 S.F. V.F. 0.00 C.Y.
PRES. R/W
I
ft RAMP D I
I R~
::Z_i_ -Z'.)-6--~---~~~~L-L-~~/b1Lh£-722f z- 7 - - ___________________ _! ___________________________ _
-60
PRES. R/W
-60
I
I
_I
-50 -40
-50 -40
-30 -20 -1 0
-30 -20 -1 0
0
702-00 10
ft RAMP D I
0 10
701-00
20 30
20 30
40 50 60 70
STR.NO.@ STA. 700+33. 7 A027 CONST. 100 L.F .Ll3'X26" RCPA w/ 2-CETs. IFOR A SECTION VIEW, SEE CROSS SECTION AT STA. 26+50 A003 ON SHEET NO. X54l
80 90 100 110 120
R/W
________________ l __________ _ 40 50 60 70 80 90 100 110 120
STA. 700-09.58 A027, BEGIN RAMP D CONSTRUCTION
~ RAMP D
R/W
130 140
130 140
--------------------------------------------------------------------------------------------------------------_______________________ l _____________________ _
1100
1090
1080
1070
150
1100
1090
1080
1070
150
1100
1090
1080
1070
1060-+~~~-r~~~-r-~~~i-~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1060
-150 -140 -130 -120 -110 -100 -90 -80
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
RAMP CONST. CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
700-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. XLIO
1100
1090
1080
1070
-150 -140 -130 -120 -110 -100 -90 -80 -70
A.C. 21.50 S.F. V.C. 82.96 C.Y.
A.F. 682.36 S.F. V.F. 2078.67 C.Y.
1100
1070
1060 -150 -140 -130 -120 -110 -100 -90 -BO -70
A.C. 23.30 S.F. v.c. 851.26 C.Y.
A.F. 293.71 S.F. V.F. 625.49 C.Y.
1100
1090
1080
1070
-60 -50 -40
PRES.R/W
C.I[ 1-072.0Ci
-60 -50
PRES.R/W
I
I
I I
-40
PRES. R/W
I
I
I
-30
-30
-20
-20
-i-3.80%
-1 0
:i-]'.80%·
-1 0
it RAMP D I
,,,, ororv·
' i;::i· -2%
0
705-00 10
it RAMP D I
0 10
704-00
~ RAMP D
20 30 40
20 30 40
R/W
~----_______________ J ___ _
50 60 70 80 90 100
R/W
--------- l ----------------- --
50 60 70 80 90 100
"' .:i..~· ,o R/W
&22~~~%._ ===="· ~-2% ~~------------------------- _____ j
1100
1090
1080
1070
110 120 130 140 150
1100
1090
1080
1070
110 120 130 140 150
1100
1090
1080
1070
1060~~~~--r~~~-r-~~~T--~~~r--~~---i~~~---c~~~--r~~~-r-~~~-c-~~~r--~~~r--~~--T~~~~~~~~~~~~~~~~~~~~~~--T~~~---c~~~--r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1060
-150 -140 -130 -120 -110 -100 -90 -80
A.C. 436.38 S.F. V.C. 2"162.07 C.Y. A.F. 0.00 S.F. V.F. 0.00 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
RAMP CONST. CUT /FILL TABLE
-70 -60 -50 -40 -30 -20 -1 0 0
703-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. XL! 1
It RAMP D
1100 I 1100
. ei ~·
G~
' 1090 -!CJ.44% e· ~2% 1090 PRES.R/W
I
1080 I 1080 I
1070 R/W 1070
___________ J_ ----- -
1060 1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
A.C. 0.00 S.F. v.c. 0.00 C.Y. 708-00
A.F.2358.45 S.F. V.F. 9155.00 C.Y.
It RAMP D
1100 I 1100
~0 PRES.R/W 0· I G~
1090 ' I 1090
+3.80% \' -2% I
1080 1080
R/W 1070
I
1070
------1060 1060
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
A.C. 0.00 S.F. v.c. 0.00 C.Y. 707-00
A.F.1940.42 S.F. V.F. 6958.39 C.Y.
It RAMP D
1100 I 1100
PRES.R/W
I ~' 1090
""' 1090
I ,o
+3.8.0% e· -2%
1080 1080
- - R/W ,.;...~--
I 1070 ~~ 1070
1060 1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
I• 10' •I 706-00 A.C. 0.00 S.F. V.C. 39.81 C.Y.
l A.F.1327.00 S.F. V.F. 4279.19 C.Y.
HATCH LEGEND [22] PHASE 1 CONSTRUCTION
AREA CUT (A.C.l VOLUME CUT 1V.C.l [22] PHASE 2 CONSTRUCTION AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J ~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
RAMP CONST. CUT /FILL TABLE STATE JOB NO. 20316(23) SHEET NO. X~2
+1.08% 1090
1080
1070
- - ---- - - ----
1060 -0. 30% \
1050
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0
A.C. 0.00 S.F. v.c. 0.00 C.Y. STARTING FROM STA. 710-+80 Iii: RAMP D CA027l, A.F.2026.11 S.F. V.F. 8843.18 C.Y. EARTHWORK QUANTITIES ARE INCLUDED IN
CUT/FILL TABLES FOR MAINLINE CONSTRUCTION. EARTHWORK TABLE FOR STA. 710"30 SEE SHEET NO. xoa.
1100
:...2% 1090
1080
1070
- - - - -- - - -
1060
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -1 0
A.C. 0.00 S.F. v.c. 0.00 C.Y.
A.F.2564.45 S.F. V.F.10995.49 C.Y.
1100
1090 -2%
1080
1070
- -- - -
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0
I• 10' •I A.C. 0.00 S.F. V.C. 0.00 C.Y.
l A.F.2598.65 S.F. V.F.10556.79 C.Y.
AREA CUT (A.C.l VOLUME CUT 1V.C.l
AREA EMB. (A.F.J VOL. EMB. +15% (V.F.J
RAMP CONST. CUT /FILL TABLE
0 10 20 30 40
711-00
Ii\_ RAMP D I
"0 Q·
Q0
' C,· -2%
0 10 20 30 40
710-00
Ii\_ RAMP D I
or 0·
Q~
' \' -2%
0 10 20 30 40
709-00
50
BR.(E)Q. STA. 712+08.25 A022 CONST. 3-14'Xl2'X295' LG. RCB, SKEW 66° L. F., 167. 5' LG. LT. & 127 .5' LG. RT.
I[_ 1055.52 AT STA. 711+30.4 A027, 82.1' RT.
60 70 80 90 100
PRES.R/W
I
I I
50 60 70 80 90 100
PRES.R/W
I
I
50 60 70 80 90 100
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
PRES.R/W
110
I
I
I
120
R/W
I
130
R/W
I
--------------
' '
140
--------
110 120 130 140
R/W
__________ J ___________ 110 120 130 140
DUNCAN BYPASS SOUTH CONNECTOR STATE JOB NO. 20316(23)
1090
1080
1070
1060
1050
150
1100
1090
1080
1070
1060
150
1100
1090
1080
1070
1060
150
STEPHENS COUNTY
SHEET NO. X~3
1090
1080
1070 - -- --- - -
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
-- - - - -- -- -- - - ---- - - -- - - -
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
1090
1080
1070
1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20
BR.®t STA. 7 l 2+08. 25 A022 CONST. 3-l4'X12'X295' LG. RCB, SKEW 66° L.F ., 161.5' LG. LT. & 127 .5' LG. RT.
1090
-0 30% \
It RAMP D I cc 1 086.87
(TO- BE-ADJ'IJ, IN- FIEL:DI -6.80% -1.20%
- - -
-1 0 0 10
715-00 'so' ~ RAMP D a?«..fiJ . ., I ~?S<;j· ,'1''1'
E>·-4'-'5.80% ~Cl -1.20%
-- - -- --
-1 0 0 10
714-00 ~ RAMP D;-.,
I 0"(-c.SO . .,
OJ'f!S<;j· ,'1''1'
0 'fy +5.EiCJ% "'' (')- ~1".20%'
-1 0 0 10
713-00 It RAMP D <::J"
I ,~, ' "' #,::-.)'\;"
' " O· '/y p,60_% '<~o -1.20%
20 30 40 50 60 70 80
------ - - -
20 30 40 50 60 70 80
20 30 40 50 60 70 80
PRES.RIW
I I
------~-------------------~---------
90 100 110 120 130 HO
PRES.R/W
I I
------~------------------
90 100
90 100
110 120 130 140
PRES. R/W
I I I
------------------------
110 120 130
R/W PRES.
R/~
140
150
150
150
___________ L _______ _
1090
1080
1070
1060
1090
1080
1070
1060
1090
1080
1070
1060
1090
1080
1070
1060
1050-+~~~-r~~~-r-~~~T--~~~r-~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~r-~~~r-~~---i~~~~~~~~~~~~~~~~~~~~~~---i~~~---j-~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f-1050
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0
712-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
[22] PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. X44
PRES.R/W R/W 1090 _________ l ______________ J_
1090
1080 1080
1070 1070
-150 -140 -130 -120 -11 o -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
719-00 ~ RAMP D
I act;.,"' ~. i'
l\':'SO· ..._oro,pi
1090 «."='a1Y· PRESoR/W 1090 -6.80% 0 -1.20%
I R/W
-- - - It 1079.60 ______ J ____________ J ___ - - - - --1080 - 1080
-----
1070 1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
718-00
~ RAMP D
I ~ "'' o'?xf; i"J" %-
'°"?'so· o'Oofl
1090 Qi."~ 1090 ·6.80% '<. ·..._o -1.20%
1080 PRES.R/W 1080
I R/W ~
/
---- I J 1070 ----1 ________ 1070
- -----------------
1060 1060
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
717-00
~ RAMP D~
I o,;_.,c; IX•%-
'°"Jso· 1090
..._o'Oofl 1090 0 ·'<>'<.,·
-6.80% '<-{-O -1.20%
--~LLLLL_L_~_ R/W
1080
________ :::1:~_J _____ 1080
- -- -
1070 -------------- ------ 1070
1060 1060
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
I• 10' •I 716-00
l HATCH LEGEND
ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION
~ FUTURE CONSTRUCTION DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY
STATE JOB NO. 20316(23) SHEET NO. x~s
1100
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
1100
1090
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60
1090
-150 -140 -130 -120 -110 -100 -90 -BO -70 -60
1090
---~-
1080
-50 -40 -30 -20 -1 0 0
723-00 10 20 30 40 50 60 70 80 90 100 110 120 130
STA. 722"'67.59 ~ RAMP D (A027l, END FULL WIDTH AUXILIARY LANE, BEGIN 300" LONG TAPER
-50 -40 -30 -20 -1 0
-50 -40 -30 -20 -1 0
+1.21%
0
722-00
0
721-00
10 20
10 20
30 40
I[ 1085.70
30 40
50 60 70 80 90 100 110 120 130
50 60 70 80 90 100 110 120 130
PRES.R/W R/W
I I -------------~-----------------------------
1100
1090
140 150
1100
1090
140 150
1090
140 150
1090
1080
1070-+~~~--r~~~-r-~~~T-~~~r--~~---i~~~---j-~~~--r~~~-r-~~~-c-~~~r--~~~r--~~-+~~~~~~~~~~~~~~~~~~~~~~-+~~~---j-~~~--r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-1070
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0
720-00 10 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. XLl6
I• 10'
STA. 725'67.59 ijl RAMP D <A027l, END 300' LONG TAPER
R/W
PRES~ R/W
~ ---------------------------- ---------------------------
1100 1100
-----------------------------1090
1080
-150 -1 "IO -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 HO 150
725-00
ll_ RAMP D
1 0
-rj;l(<)' ~ i:::r«." ll_ NB . ., l ~ ~ 4'-'l" 1100 c ~'-~
ff 0 @-$ ,o ' -2%
w
0 "' 8 t.:· ~4%
- - -- - - - -----
1090 ------------
R/W
PRES. R/W I
- I 1 -----~----~--------________ L ___ --------------------------
1100
1090 -----
1080 -+~~~-r~~~-r-~~~T--~~~r--~~---i~~~---c~~~-r~~~-r-~~~-c-~~~r--~~~r--~~--T~~~~~~~~~~~~~~~~~~~~~~--T~~~---c~~~-r~~~-r-~~~-c-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r-10so
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -1 0 0 10
•I 724-00
l 20 30 40 50 60 70
HATCH LEGEND ESS.:J PHASE 1 CONSTRUCTION
ESS.:J PHASE 2 CONSTRUCTION ~ FUTURE CONSTRUCTION
80 90 100 110 120 130 140 150
DUNCAN BYPASS SOUTH CONNECTOR STEPHENS COUNTY STATE JOB NO. 20316(23) SHEET NO. XLl7
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix B
Test Location Diagram (Standard Penetration Test and Piezocone Soundings)
i z ~ ~~ z c --t
en 10 0 0
~ 0 ... > N r-en ...,
~ 0
~ ~ N 0 __.. U'I
SOUTH DUNCAN BYPASS EMBANKMENT STUDY STATE JOB NOS. 20316(04) & 20316(23)
STEPHENS COUNTY, OKLAHOMA BORING LOCATION DIAGRAM (SHEET 1 OF 2)
STA 631<fil\.10 AO??,
'.f ;nj1 +l.>IUIJ t SIJMV ~ s2· RT.. r-
~ :1.W~'. k11: ib~1 I Bf G. ? 5: I TAffR ,
.-1 Sii\ G.Yi• :,G.'fO AO~" -~1A. &J~ •\JG , 10 <t :ilJllVU, I ~~J. ?;bJ• ~~~:~~ ILIAIH LANt. '
P l STA SJ&~. 70 A02Z
STA 6~1'·78 .03 A022 mo tlOAMAL X-SLCPC BEG. X-SLOPE l RAl<S. -
<!01'
F' .::z
n L>A> 0-4
" ' ;z~ ~ ,,.
~o
~~ "' ~
I jll -~I 111 , 11 ._11 111
I'
625+00
SI A li.IO+O ( !il.RVI 1
INlEFlSECTI ON OF IM INLINf. WITH ~ SERVI CE ROAD l T. I AOOSJ ANO l SERVICE ROAD RT.IA0061
-,,:
" L ~ I
- , 630+00 --
635+00
I STA 639•1 4 . 69 A021 t> .n.11. ~ sm11tf>m!'l11
I -STA 636•5?.64 {. S!JlVEY j l ruT\Rf UG-8 1 q-1 ANr
.IH . OO'H I . I N - ~ 1 0.1;,4. l.J.I~
I ' l .SIG,;>\11. ()11 4 I rnn or 10, 1 urrn r I I r I I I 640+00 N lz ._~ I~ I~ I "'
64 5+00
~.;TA 655t-OO A02l
EOU/\TICIN: P .0. T. STA f .!;1+ 12 .6200 ( SURVCY r.A.P. NO. Rf- l (J?C0:1.11nACK
-P.O.T. 5TA 656•45.1100 l SURVEY f.A.f' . NO. Nl lY 011Nf051)AllEAO
i z ~ ~ ~ ~ 0 z ........ c -t ~ en I 0 0
~ 0 (I) 0 0 N ... > 0 N r- ....... en ..., U'I
/
SOUTH DUNCAN BYPASS EMBANKMENT STUDY
730+00
STATE JOB NOS. 20316(04) & 20316(23)
STEPHENS COUNTY, OKLAHOMA BORING LOCATION DIAGRAM (SHEET 2 OF 2)
- POT 680•~5.4~ A021. 32.00' LT. - rr f,M 14~_ 4q AOPP. sr..00' I T.
POll 68~+45. 4~ A02J. 44 .co· LT.
!
I z <> . 0
" 0 ...,
"' >C
Ut
g ;b u L
b
z
fi lh fiffl+.I~. :,;.• AO?I nu ~II I SIJl'H~ ~fG . X SI Ol'f rnANS.
PT 687+95. 21 A021
STA &90+1&.27 A021 mo X-SLOl'E TRMIS. Bi:G. NUHMJ\!.. X- SLUl't
m i!!! c Ii) m ri.!
690+00
695+00
700+00 -.,,,,::--T-;o:~ -L.__-1--_,
l liHll"~ll ~ \ln .111 IAOO.JI I\) CJ + 0 0
FC 10J+ J 8 . ~0 A02S
705+00
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix C
Boring Logs
12.4
3
13.1
13.3
18.9
19.5
20.4
12.7
20.3
14.3
18.9
20.1
20.0
21.2
20.3
20.7
24.6
13.3
16
CH 5
6
7
8
9
10
11
12
13
15
17
14
SS
SS
SS
SS
ML
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\B
RID
GE
C\G
INT
\600
0426
- G
INT
C.G
PJ
FIR
E
CL
SS
2
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
4
18
16
LOOSE, DARK BROWN, SANDY SILT
STIFF, DARK BROWN, SANDY LEANCLAY
STIFF, DARK BROWN, LEAN CLAY WITHSAND
STIFF, RED-BROWN, FAT CLAY
STIFF, RED-BROWN, SANDY LEAN CLAY
VERY LOOSE TO LOOSE, RED-BROWN,SILTY SAND
SOFT TO MEDIUM STIFF, BROWN,SANDY LEAN CLAY
13
12
15
14
13
15
7
6
1
11
18
18
18
14
12
MEDIUM STIFF, BROWN, LEAN CLAYWITH SAND
24.6
El. = 1049.32
El. = 1047.82
El. = 1046.32
El. = 1044.82
El. = 1043.32
El. = 1037.32
El. = 1035.82
El. = 1028.32
1
13.3
CL
13.1
13.3
18.9
20.4
12.7
12.4
20.3
14.3
18.9
20.1
20.0
21.2
20.3
20.7
VERY SOFT TO SOFT, BROWN, LEANCLAY WITH SAND
19.5
REMARKS:
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
CLIENT: Oklahoma Department of
Transportation
APPROVED
ENGINEER: EST, Inc.
MO
IST
UR
E,
%
12.5 Ft.-AB
5/21/15
CME-55
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
5
10
15
20
25
RIG
SP
T-
NB
LOW
S /
FT
.
DE
PT
H,
FT
.
CL
ML
LAYER / MATERIAL
DESCRIPTION
GR
AP
HIC
S L
OG
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
Surface Elev. = 1052.32 feetVegetation Thickness : None
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
WATER LEVEL OBSERVATIONS
FOREMAN
5/21/1513 Ft.-WS
JOB#
TESTS
BORING STARTED
PROJECT: Bridge "C" over US Highway 81, J/P No.
20316(04)
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
6000426
Station= 665+09.33, 420.08' Rt. of CL Survey
BORING COMPLETED
A.D.
BORING NO. B-01
L.M.
WL
WL
WL
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
PAGE 1 OF 3
SAMPLES
BORING LOG
LL = 26PL = 15PI = 11
-#200 = 60.2%
LL = NPPL = NPPI = NP
-#200 = 56.1%LL = NPPL = NPPI = NP
-#200 = 57.9%LL = 31PL = 19PI = 12
-#200 = 67.4%LL = 35PL = 20PI = 15
-#200 = 74.4%LL = 52PL = 19PI = 33
-#200 = 91.4%LL = 29PL = 13PI = 16
-#200 = 64.4%LL = NPPL = NPPI = NP
-#200 = 43.0%
LL = NPPL = NPPI = NP
-#200 = 43.3%
LL = 31PL = 13PI = 18
-#200 = 72.7%LL = 34PL = 16PI = 18
-#200 = 79.4%LL = 37PL = 18PI = 19
-#200 = 81.5%LL = 33PL = 17PI = 16
-#200 = 78.8%LL = 33PL = 16PI = 17
-#200 = 76.7%
LL = NPPL = NPPI = NP
-#200 = 34.0%
SM
SM
SM
CL
CL
CL
CL
CL
CL
CL
10
6
14
13
6
5
6
3
5
10
7
13
9
9
2
9
12
TCP
SS
SS
RB
TCP
RB
TCP
RB
TCP
SS
13.0
21.4
RB
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\B
RID
GE
C\G
INT
\600
0426
- G
INT
C.G
PJ
FIR
E
CLSOFT TO MEDIUM STIFF, BROWN,SANDY LEAN CLAY
LOOSE, GRAY, SANDY SILT
DENSE, GRAY, SANDY SILT
MODERATELY HARD, GRAY,WEATHERED SILTSTONE WITHRED-BROWN SHALE SEAMS
HARD, GRAY, WEATHERED SILTSTONEWITH RED-BROWN SHALE SEAMS
0
18
15
0
0
0
0
3
El. = 1023.82
El. = 1022.82
El. = 1013.32
18
19
20
2
4
1
21.4
13.0
El. = 1025.32
El. = 1026.82
BORING NO. B-01
APPROVED
Station= 665+09.33, 420.08' Rt. of CL Survey
BORING COMPLETED
A.D.
BORING LOG
L.M.
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
US
CS
SY
MB
OL
MO
IST
UR
E,
%
5/21/15
CME-55
6000426
DR
Y D
EN
SIT
Y,
PC
F
NU
MB
ER
30
35
40
45
50
RIG
SP
T-
NB
LOW
S /
FT
.
RE
CO
VE
RY
, IN
.
PROJECT: Bridge "C" over US Highway 81, J/P No.
20316(04)
FOREMAN
5/21/15
PAGE 2 OF 3
JOB#
(Continued)
TESTS
BORING STARTED
13 Ft.-WSWL
WL
WL
DE
PT
H,
FT
.
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
GR
AP
HIC
S L
OG
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
SAMPLES
WATER LEVEL OBSERVATIONS
13/6.0"33/6.0"50/3.0"
0
50/5.50"50/1.38"
50/1.13"50/0.63"
50/0.50"50/0.13"
REMARKS:
5
LL = 32PL = 15PI = 17
-#200 = 73.7%LL = 29PL = 15PI = 14
-#200 = 67.8%
LL = NPPL = NPPI = NP
-#200 = 47.5%
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
50/0.38"50/0.19"
12.5 Ft.-AB
LAYER / MATERIAL
DESCRIPTION
CLIENT: Oklahoma Department of
Transportation
ENGINEER: EST, Inc.
WATER LEVEL OBSERVATIONS
GR
AP
HIC
S L
OG
13 Ft.-WS 5/21/15
FOREMAN
WL
WL
WL
RE
CO
VE
RY
, IN
.
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
(Continued) UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
TY
PE
PROJECT: Bridge "C" over US Highway 81, J/P No.
20316(04)
5
HARD, GRAY, WEATHERED SILTSTONEWITH RED-BROWN SHALE SEAMS(continued)
6
0
0
0
Bottom of Boring at 59.8 feet
TESTS
TCP
RB
TCP
RB
TCP
El. = 992.557
SP
T-
NB
LOW
S /
FT
.
5/21/15
BORING COMPLETED
Station= 665+09.33, 420.08' Rt. of CL Survey
6000426
BORING LOG
RIG
55
60
65
70
75
NU
MB
ER
US
CS
SY
MB
OL
DR
Y D
EN
SIT
Y,
PC
F
JOB#
SAMPLES
A.D.
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
L.M.
BORING NO. B-01PAGE 3 OF 3
50/1.00"50/0.38"
CME-55
50/0.25"50/0.06"
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\B
RID
GE
C\G
INT
\600
0426
- G
INT
C.G
PJ
FIR
E
BORING STARTED
50/0.13"50/0.13"
CLIENT: Oklahoma Department of
Transportation
REMARKS:
MO
IST
UR
E,
%
DE
PT
H,
FT
.
APPROVED
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
LAYER / MATERIAL
DESCRIPTION
ENGINEER: EST, Inc.
12.5 Ft.-AB
15
16
17
12
17.9
13.6
17.1
1
El. = 1043.36
El. = 1040.36
El. = 1038.86
El. = 1037.36
14El. = 1028.36
13
2
3
4
5
6
7
8
9
10
11
17.3
El. = 1029.86
SS
14.4
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
LL = 31PL = 16PI = 15
-#200 = 74.9%
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\B
RID
GE
C\G
INT
\600
0426
- G
INT
C.G
PJ
FIR
E
SS
26.1
25.6
23.6
24.4
27.3
26.7
25.6
26.2
26.8
24.8
18.1
28.1
15
13
8
10
15
16
18
18
18
13
18
18
18
18
18
18
18
LL = 30PL = 16PI = 14
-#200 = 71.9%LL = 25PL = 17PI = 8
-#200 = 66.9%LL = 26PL = 16PI = 10
-#200 = 52.5%LL = 30PL = 17PI = 13
-#200 = 77.1%LL = 30PL = 17PI = 13
-#200 = 81.7%LL = 31PL = 17PI = 14
-#200 = 77.4%LL = 29PL = 18PI = 11
-#200 = 77.6%LL = 35PL = 18PI = 17
-#200 = 83.6%LL = 36PL = 18PI = 18
-#200 = 86.1%LL = 37PL = 19PI = 18
-#200 = 82.9%LL = 37
26.8
14.4
18.1
17.3
26.1
25.6
23.6
24.4
27.3
26.7
13.6
26.2
17.9
28.1
24.8
25.6
MEDIUM STIFF, RED-BROWN, LEANCLAY WITH SAND
17.1
MEDIUM STIFF TO VERY STIFF, BROWN,LEAN CLAY WITH SAND
VERY SOFT TO SOFT, RED-BROWN,LEAN CLAY WITH SAND
VERY SOFT, RED-BROWN, SANDY LEANCLAY
SOFT TO MEDIUM STIFF, RED-BROWN,LEAN CLAY WITH SAND
SOFT TO MEDIUM STIFF, DARK BROWN,LEAN CLAY
SOFT TO MEDIUM STIFF, DARK BROWN,LEAN CLAY WITH SAND
5/21/15
CLIENT: Oklahoma Department of
Transportation
APPROVED
DE
PT
H,
FT
.
MO
IST
UR
E,
%
ENGINEER: EST, Inc.
CME-55
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
5
10
15
20
25
RIG
SP
T-
NB
LOW
S /
FT
.
REMARKS:
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
LAYER / MATERIAL
DESCRIPTION
9 Ft.-AB
6000426
BORING LOGG
RA
PH
ICS
LO
G
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
Surface Elev. = 1049.36 feetVegetation Thickness : None
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
WL
WL
WL
FOREMAN
5/21/159 Ft.-WS
JOB#
TESTS
BORING STARTED
PROJECT: Bridge "C" over US Highway 81, J/P No.
20316(04)
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
Station= 667+03.65, 332.89' Rt. of CL Survey
BORING COMPLETED
A.D.
BORING NO. B-04
L.M.
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
PAGE 1 OF 3
SAMPLES
WATER LEVEL OBSERVATIONS
CL
CL
CL
LL = 35PL = 18PI = 17
-#200 = 80.1%
LL = 36PL = 18PI = 18
-#200 = 77.4%
CL
CL
CL
LL = 30PL = 17PI = 13
-#200 = 77.3%
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
8
LL = 29PL = 17PI = 12
-#200 = 73.0%
20
9
8
2
6
10
5
7
9
5
8
6
7
0
15
16
24.4
23.3
18.7
19.5
23.6
17.7
24.8
23
251
2
3
25.0
CL
CL
CL
CL
CL
CL-ML
PL = 19PI = 18
-#200 = 80.2%
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\B
RID
GE
C\G
INT
\600
0426
- G
INT
C.G
PJ
FIR
E
TCP
SS
SS
SS
SS
SS
SS
SS
22
RB
TCP
RB
TCP
RB
SS
90
0
0
18
18
24
LL = 34PL = 17PI = 17
-#200 = 78.2%LL = 37PL = 19PI = 18
-#200 = 82.0%LL = 35PL = 18PI = 17
-#200 = 75.4%LL = 30PL = 16PI = 14
-#200 = 72.0%LL = 32PL = 23PI = 9
-#200 = 70.3%LL = 25PL = 17PI = 8
-#200 = 69.9%LL = 22PL = 16PI = 6
-#200 = 68.2%
18
LL = NPPL = NPPI = NP
-#200 = 41.3%
SOFT TO MEDIUM STIFF, DARK BROWN,LEAN CLAY WITH SAND (continued)
18
18
18
18
LL = 32PL = 17PI = 15
-#200 = 72.5%
El. = 1017.86
El. = 1016.36
El. = 1014.86
El. = 1012.86
18
19
20
21
25.0
STIFF, BROWN, SANDY LEAN CLAY
STIFF, BROWN, SANDY SILTY CLAY
STIFF, GRAY, LEAN CLAY WITH SAND
MODERATELY HARD TO HARD, GRAY,WEATHERED SILSTONE WITHRED-BROWN SHALE SEAMS
24.8
24.4
23.3
18.7
19.5
23.6
17.7
Station= 667+03.65, 332.89' Rt. of CL Survey
30
35
40
45
50
RIG
SP
T-
NB
LOW
S /
FT
.
BORING LOG
US
CS
SY
MB
OL
6000426
DR
Y D
EN
SIT
Y,
PC
F
BORING COMPLETED
A.D.
BORING NO. B-04
9 Ft.-AB
LAYER / MATERIAL
DESCRIPTION
CL
CLIENT: Oklahoma Department of
Transportation
NU
MB
ER
APPROVED
DE
PT
H,
FT
.
MO
IST
UR
E,
%
REMARKS:
5/21/15
CME-55
9 Ft.-WS
L.M.
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
PROJECT: Bridge "C" over US Highway 81, J/P No.
20316(04)
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
5/21/15
TY
PE
JOB#
TESTS
BORING STARTED
FOREMAN
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
PAGE 2 OF 3
SAMPLES
(Continued)
ENGINEER: EST, Inc.
WATER LEVEL OBSERVATIONS
WL
WL
WL
GR
AP
HIC
S L
OG
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
50/0.75"50/0.50"
6
8
5
6
13
19
19
24/6.0"50/3.0"
50/0.25"50/0.13"
50/0.38"50/0.25"
RB
TCP
RB
TCP
RB
50/0.63"50/0.25"
50/0.38"50/0.25"
50/0.50"50/0.25"
50/0.88"50/0.50"
TCP
TCP
Bottom of Boring at 66.8 feet
MODERATELY HARD TO HARD, GRAY,WEATHERED SILSTONE WITHRED-BROWN SHALE SEAMS (continued)
0
0
0
0
7
6
5
4
El. = 982.54
PAGE 3 OF 3
WL
WL
WL
WATER LEVEL OBSERVATIONS
GR
AP
HIC
S L
OG
SAMPLES
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
L.M.
BORING NO. B-04
BORING STARTED
TESTS
JOB#
9 Ft.-WS
FOREMAN
PROJECT: Bridge "C" over US Highway 81, J/P No.
20316(04)
RE
CO
VE
RY
, IN
.
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
(Continued) UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
TY
PE
5/21/15
CLIENT: Oklahoma Department of
Transportation
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
LAYER / MATERIAL
DESCRIPTION
ENGINEER: EST, Inc.
APPROVED
9 Ft.-AB
55
60
65
70
75
A.D.
BORING COMPLETED
Station= 667+03.65, 332.89' Rt. of CL Survey
6000426
BORING LOG
RIG
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\B
RID
GE
C\G
INT
\600
0426
- G
INT
C.G
PJ
FIR
E
NU
MB
ER
US
CS
SY
MB
OL
DR
Y D
EN
SIT
Y,
PC
F
CME-55
5/21/15
REMARKS:
MO
IST
UR
E,
%
DE
PT
H,
FT
.
SP
T-
NB
LOW
S /
FT
.
SS
7.1
SS
SS
ST
ST
16.3
13.6
18.9
15.8
11.0
SS
CL
SC
CL
CL
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'E
'\GIN
T\6
0004
26 -
GIN
T B
R. E
.GP
J F
IRE
CL SS
SS
TCP
RB
TCP
RB
TCP
RB
4 TCP
MEDIUM STIFF, BROWN, SANDY LEANCLAY
LOOSE, BROWN, CLAYEY SAND
STIFF TO VERY STIFF, RED-BROWN,LEAN CLAY WITH SAND
STIFF, RED-BROWN, SANDY LEAN CLAY
MODERATELY HARD TO HARD, GRAY,WEATHERED SILTSTONE WITH SHALESEAMS
SOFT TO MODERATELY HARD,RED-BROWN WITH GRAY SEAMS,WEATHERED SHALE
24
18
5
24
18
18
15
0
0
0
0
184
El. = 1073.43
El. = 1070.93
El. = 1065.93
El. = 1062.43
El. = 1047.93
1
3
5
6
7
8
1
2
3
2
16.3
13.6
18.9
15.8
11.0
7.1
BORING LOG
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
5
10
15
20
25
30
RIG
SP
T-
NB
LOW
S /
FT
.
3/17/15
6000426
Station= 699+43.16, 21.22' Rt. of CL Survey
BORING COMPLETED
A.D.
CLIENT: Oklahoma Department of
Transportation
None-AB
ENGINEER: EST, Inc.
LAYER / MATERIAL
DESCRIPTION
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
CME-55 L.M.
APPROVED
DE
PT
H,
FT
.
MO
IST
UR
E,
%
REMARKS:
None-WD
None-24 Hrs. AB
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
Surface Elev. = 1074.93 feetVegetation Thickness : 12" Grass & Weeds
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
PROJECT: Bridge "E" over Seminole Road, J/P No.
20316(23)
3/17/15
JOB#
TESTS
BORING STARTED
FOREMAN
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
PAGE 1 OF 2
SAMPLES
TY
PE
WATER LEVEL OBSERVATIONS
WL
WL
WL
GR
AP
HIC
S L
OG
BORING NO. B-01
LL = 25PL = 14PI = 11
-#200 = 68.0%
LL = 30PL = 14PI = 16
-#200 = 70.2%
LL = NPPL = NPPI = NP
-#200 = 40.5%
LL = 27PL = 16PI = 11
-#200 = 53.3%LL = 23PL = 15PI = 8
-#200 = 45.0%
LL = 35PL = 16PI = 19
-#200 = 82.6%20
6
14
15
10
5/6.0"12/6.0"50/3.0"
50/3.00"50/1.25"
50/0.38"50/0.13"
50/1.13"50/0.75"
50/0.63"50/0.25"
RB
TCP
RB
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'E
'\GIN
T\6
0004
26 -
GIN
T B
R. E
.GP
J F
IRE
50/1.00"50/0.63"
50/0.50"50/0.06"
50/1.00"50/0.50"
TCP
Bottom of Boring at 42.8 feet
MODERATELY HARD TO HARD, GRAY,INTERBEDDED SHALE, SILTSTONE, ANDSANDSTONE
TCP
0
0
0
SOFT TO MODERATELY HARD,RED-BROWN WITH GRAY SEAMS,WEATHERED SHALE (continued)
RB
7
6
5
El. = 1032.13
El. = 1034.93
GR
AP
HIC
S L
OG
WL
WL
WL
WATER LEVEL OBSERVATIONS
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
SAMPLES
PAGE 2 OF 2
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
FOREMAN
BORING STARTED
TESTS
JOB#
3/17/15
TY
PE
PROJECT: Bridge "E" over Seminole Road, J/P No.
20316(23)
RE
CO
VE
RY
, IN
.
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
(Continued)
None-WD
None-24 Hrs. AB
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
REMARKS:
MO
IST
UR
E,
%
DE
PT
H,
FT
.
APPROVED
CME-55
CLIENT: Oklahoma Department of
Transportation
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
LAYER / MATERIAL
DESCRIPTION
ENGINEER: EST, Inc.
None-AB
BORING NO. B-01
A.D.
BORING COMPLETED
3/17/15
6000426
L.M.
BORING LOG
SP
T-
NB
LOW
S /
FT
.
RIG
35
40
45
50
55
60
NU
MB
ER
US
CS
SY
MB
OL
DR
Y D
EN
SIT
Y,
PC
F
Station= 699+43.16, 21.22' Rt. of CL Survey
LOOSE TO MEDIUM DENSE, BROWN,SILTY SAND
MODERATELY HARD, GRAY WITHORANGE SEAMS, WEATHEREDSILTSTONE WITH SHALE SEAMS
3
MEDIUM DENSE, LIGHT BROWN,CLAYEY SAND
El. = 1072.79
El. = 1071.29
El. = 1069.79
El. = 1064.29
El. = 1062.29
El. = 1059.79
El. = 1057.29
El. = 1051.79
1
0
MEDIUM STIFF, BROWN, SANDY LEANCLAY
MEDIUM STIFF, BROWN, LEAN CLAY
SOFT, BROWN, SANDY SILTY CLAY
SOFT TO MEDIUM STIFF, BROWN,SANDY LEAN CLAY
SOFT, BROWN, SANDY SILT
STIFF, LIGHT BROWN, LEAN CLAY
4
17.6
16.6
17.3
16.8
14.5
14.2
2
18.0
18.1
13.3
14.9
15.3
10.8
16.6
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'E
'\GIN
T\6
0004
26 -
GIN
T B
R. E
.GP
J F
IRE
13.6
5
6
7
8
9
10
11
12
13
14
15
2
10
1
LAYER / MATERIAL
DESCRIPTION
0
ENGINEER: EST, Inc.
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
CLIENT: Oklahoma Department of
Transportation
APPROVED
DE
PT
H,
FT
.
MO
IST
UR
E,
%
None-AB
17.3
16.8
14.5
14.2
13.6
18.0
17.6
18.1
13.3
14.9
15.3
3/17/15
10.8
12
REMARKS:
PAGE 1 OF 2
11
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
18
18
18
11
18
18
18
18
8
16
18
6000426
16
CME-75
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
5
10
15
20
25
30
RIG
SP
T-
NB
LOW
S /
FT
.
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
Station= 701+50.79, 66.67' Rt. of CL Survey
BORING COMPLETED
A.D.
BORING NO. B-04
R.J.
BORING LOG
11
3
5
3
19
15
16
11
7
6
5
20/6.0"37/6.0'50/3.5"
50/0.75"50/0.38"
50/0.13"50/0.06"
6
GR
AP
HIC
S L
OG
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
Surface Elev. = 1074.29 feetVegetation Thickness : Sparce Grass Cover
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
WATER LEVEL OBSERVATIONS
FOREMAN
3/17/15 None-WD
None-24 Hrs. AB
JOB#
TESTS
BORING STARTED
PROJECT: Bridge "E" over Seminole Road, J/P No.
20316(23)
WL
WL
WL
SAMPLES
TCP
CL-ML
CL
ML
CL
CL
CL
SC
SS
SS
TCP
SS
RB
SS
SS
ST
SS
SS
ST
SS
SS
SS
SS
SS
SM
SS
LL = 32PL = 17PI = 15
-#200 = 88.2%
CL
CL
LL = 21PL = 17PI = 4
-#200 = 56.0%LL = 24PL = 15PI = 9
-#200 = 58.1%LL = 21PL = 18PI = 3
-#200 = 56.6%LL = 38PL = 18PI = 20
-#200 = 91.0%LL = 36PL = 15PI = 21
-#200 = 93.5%
LL = 37PL = 18PI = 19
-#200 = 43.3%
LL = 25PL = 17PI = 8
-#200 = 62.0%LL = NPPL = NPPI = NP
-#200 = 41.1%LL = NPPL = NPPI = NP
-#200 = 19.8%LL = NPPL = NPPI = NP
-#200 = 47.0%LL = 22PL = 16PI = 6
-#200 = 36.4%
LL = 30PL = 15PI = 15
-#200 = 90.2%
SM
SM
SS
13.6
13.3
RB
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'E
'\GIN
T\6
0004
26 -
GIN
T B
R. E
.GP
J F
IRE
18
RB
11.4TCP
SS
TCP
RB
TCPSS
RB
TCP
TCP
17
RB
0
7
05
0
6
03
0
11.4
13.3
13.6
El. = 1031.79
El. = 1041.29
El. = 1021.18
316
4
5
MODERATELY HARD, GRAY,WEATHERED SILTSTONE WITH SHALEAND SANDSTONE SEAMS
6
MODERATELY HARD, GRAY WITHORANGE SEAMS, WEATHEREDSILTSTONE WITH SHALE SEAMS(continued)
MODERATELY HARD TO HARD, PURPLE,WEATHERED SHALE WITH SANDSTONESEAMS
Bottom of Boring at 53.1 feet
R.J.
SAMPLES
BORING COMPLETED
A.D. 6000426
BORING NO. B-04
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
NU
MB
ER
MO
IST
UR
E,
%
3/17/15
CME-75
Station= 701+50.79, 66.67' Rt. of CL Survey
US
CS
SY
MB
OL
35
40
45
50
55
60
RIG
SP
T-
NB
LOW
S /
FT
.
BORING LOG
DR
Y D
EN
SIT
Y,
PC
F
PAGE 2 OF 2
PROJECT: Bridge "E" over Seminole Road, J/P No.
20316(23)
FOREMAN
3/17/15
JOB#
LOCATION: South Duncan Bypass,
Stephens County, Oklahoma
TESTS
BORING STARTED
None-WD
None-24 Hrs. AB
WATER LEVEL OBSERVATIONS
RE
CO
VE
RY
, IN
.
WL
WL
WL
DE
PT
H,
FT
.
GR
AP
HIC
S L
OG
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
(Continued)
APPROVED
LL = 19PL = 17PI = 2
-#200 = 56.3%
REMARKS:
LL = 19PL = 13PI = 6
-#200 = 47.6%
LL = 27PL = 15PI = 12
-#200 = 82.8%
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
None-AB
LAYER / MATERIAL
DESCRIPTION
CLIENT: Oklahoma Department of
Transportation
ENGINEER: EST, Inc.
50/0.88"50/0.50"50/5.0"
50/0.50"50/0.25"
50/0.50"50/0.25"50/3.5"50/2.5"
50/0.88"50/0.75"
50/1.50"50/1.50"
50/0.63"50/0.25"
10
L:\G
EO
TEC
H\2
015
GE
OTE
CH
PR
OJE
CTS
\600
0426
- S
OU
THD
UN
CA
NB
YP
AS
S\E
MB
AN
KM
EN
TSTU
DY
\600
0426
- G
INT
E1
- E2.
GP
J F
IRE
28
6
15
38
33
10
21
50/4.0"50/1.5"
50/3.0"50/1.0"
7
19
9
3
Medium Stiff to Stiff, Brown, Silty Clay
Stiff, Red, Lean Clay
Very Stiff to Hard, Red, Sandy Lean Clay
Medium Stiff to Stiff, Red-Brown, Lean Claywith Gravel
17
8
16
16
16
15
16
5
Bottom of Boring at 17.8 feet
14
1
Very Stiff, Brown, Lean Clay
El. = 1072
El. = 1070.5
El. = 1066
El. = 1064.5
El. = 1057.17
2
3
4
5
6
El. = 10638
Moderately Hard to Hard, Gray, InterbeddedShale and Sandstone
WATER LEVEL OBSERVATIONS
LOCATION: South Duncan Bypass,Stephens County, Oklahoma
WL
WL
WL
Station= 702+50 on CL of Survey
GR
AP
HIC
S L
OG
TYP
E
UN
CO
NFI
NE
DS
TRE
NG
TH, P
SF
SP
T- N
BLO
WS
/ FT
.
CME-55
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
RIG
BORING COMPLETED
BORING LOG
6000426
5
10
15
20
BORING NO. E1
Surface Elev. = 1075 feetVegetation Thickness : None LI
MIT
S (L
L) (P
L)IN
DE
XE
S (P
I)#2
00 S
IEV
E
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAYREVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OFIN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.* ESTIMATED FROM POCKET PENETROMETER
PAGE 1 OF 1
SAMPLES
L.M.
RE
CO
VE
RY
, IN
.
PROJECT: South Duncan Bypass Embankment Study
FOREMAN
5/21/15
A.D. JOB#
480 24th Avenue NW, Suite 244Norman, OK 73069
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
TESTS
BORING STARTED 5/21/15
None-WD
SS
SS
SS
SS
SS
SS
SS
SS
PA
SS
REMARKS:
SS
None - AB
LAYER / MATERIAL
DESCRIPTION
CLIENT: Oklahoma Department ofTransportation
APPROVED
DE
PTH
, FT.
MO
ISTU
RE
, %
ENGINEER: EST, Inc.
14
2
3
4
5
6
7
8
9
10
11
13
15
16
17
18
12
14
5
17
20
30
18
6
13
11
10
15
12
9
L:\G
EO
TEC
H\2
015
GE
OTE
CH
PR
OJE
CTS
\600
0426
- S
OU
THD
UN
CA
NB
YP
AS
S\E
MB
AN
KM
EN
TSTU
DY
\600
0426
- G
INT
E1
- E2.
GP
J F
IRE
5/6.0"20/6.0"50/5.0"
50/4.5"50/2.0"
6
El. = 1055 17
0
1
15
13
9
18
16
18
15
12
13
10
12
14
9
16
17
Very Hard to Hard, Red, Silty Clay
13
Soft, Brown, Silty ClayEl. = 1078.5
El. = 1075.5
El. = 1074
El. = 1072.5
El. = 1069.5
El. = 1065
El. = 1059
El. = 105614
El. = 1049.46
Stiff, Red-Brown, Sandy Silt
Medium Stiff, Red-Brown, Silty Sand
Stiff, Brown, Silty Clay with Gravel
Stiff, Red-Brown, Silty Clay with Gravel
Medium Stiff to Stiff, Brown, Silty Clay
Stiff to Very Stiff, Brown, Silty Clay
Soft to Moderately Hard, Gray, InterbeddedShale and Sandstone
Bottom of Boring at 30.5 feet
Stiff to Very Stiff, Red, Sandy Silty Clay
US
CS
SY
MB
OL
APPROVED
DE
PTH
, FT.
MO
ISTU
RE
, %
REMARKS:
5/22/15
CME-55
BORING COMPLETED
DR
Y D
EN
SIT
Y,
PC
F
CLIENT: Oklahoma Department ofTransportation
NU
MB
ER
5
10
15
20
25
30
RIG
SP
T- N
BLO
WS
/ FT
.
BORING LOG
6000426
12
None - AB
ENGINEER: EST, Inc.
LAYER / MATERIAL
DESCRIPTION
TESTS
BORING STARTED
480 24th Avenue NW, Suite 244Norman, OK 73069
(OFF.) (405) 307-8378 (FAX) (405) 329-1914 A.D.
Station= 694+50 on CL of Survey
None-WD
BORING NO. E2
L.M.
LIM
ITS
(LL)
(PL)
IND
EX
ES
(PI)
#200
SIE
VE
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAYREVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OFIN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.* ESTIMATED FROM POCKET PENETROMETER
PAGE 1 OF 1
SAMPLES
UN
CO
NFI
NE
DS
TRE
NG
TH, P
SF
WATER LEVEL OBSERVATIONS
WL
WL
WL
GR
AP
HIC
S L
OG
TYP
E
JOB#
Surface Elev. = 1080 feetVegetation Thickness : None
LOCATION: South Duncan Bypass,Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
PROJECT: South Duncan Bypass Embankment Study
FOREMAN
5/22/15
PA
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
HS
ST
SS
18.8
11.1
9.0
13.6
7.2
17.8
15.9
20.9
TCP
CL
CL
SS
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'G
'\GIN
T\6
0004
26 -
GIN
T B
R. G
.GP
J F
IRE
RB
TCPHSSS
HS
SS
HS
SSTCP
RB
STIFF TO VERY STIFF, RED-BROWN,LEAN CLAY WITH SAND
11.1
HARD, LIGHT GRAY, LEAN CLAY WITHSAND
HARD TO VERY HARD, GRAY, CLAYLIKESHALE (RESIDUAL)
HARD TO VERY HARD, RED-BROWN,CLAYLIKE SHALE (RESIDUAL)
SOFT TO MODERATELY HARD,RED-BROWN, WEATHERED SHALE
0
12
18
24
18
18
0
18
18
110
9.0
8
2
El. = 1089.07
El. = 1086.57
El. = 1078.07
El. = 1069.57
1
2
3
4
5
18.8
1
7
8
93
6
13.6
7.2
17.8
15.9
20.9
5
10
15
20
25
30
APPROVED
DE
PT
H,
FT
.
MO
IST
UR
E,
%
REMARKS:
3/16/15
CME-55
DR
Y D
EN
SIT
Y,
PC
F
A.D.
NU
MB
ER
RIG
SP
T-
NB
LOW
S /
FT
.
BORING LOG
6000426
Station= 733+38.20, 168.37' Rt. of CL Survey
US
CS
SY
MB
OL
None-AB
ENGINEER: EST, Inc.
LAYER / MATERIAL
DESCRIPTION
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
CLIENT: Oklahoma Department of
Transportation
3/16/15
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
Surface Elev. = 1094.07 feetVegetation Thickness : 6" Grass Cover
LOCATION: South US-81 Connector,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
PROJECT: Bridge "G" over Duncan Bypass, J/P No.
20316(23)
BORING COMPLETED
FOREMAN
None-WD
None-24 Hrs. AB
JOB#
TESTS
BORING STARTED
SAMPLES
BORING NO. B-01
L.M.
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
PAGE 1 OF 2G
RA
PH
ICS
LO
G
WATER LEVEL OBSERVATIONS
WL
WL
WL
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
LL = 39PL = 21PI = 18
-#200 = 99.4%
LL = 36PL = 19PI = 17
-#200 = 99.2%
LL = 28PL = 19PI = 9
-#200 = 87.1%
LL = 42PL = 23PI = 19
-#200 = 99.4%
LL = 29PL = 16PI = 13
-#200 = 97.7%
LL = 36PL = 20PI = 16
-#200 = 77.4%LL = 34PL = 19PI = 15
-#200 = 84.8%
LL = 31PL = 17PI = 14
-#200 = 84.5%
62
50/1.50"50/1.00"
23/6.0"50/5.5"
59
12
39/6.0"27/6.0"
50/4.00"50/2.25"
47/6.0"50/2.0"
48
37
28
RB
TCP
RB
TCP
TCP
TCP
RB
TCP
RB
TCP
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'G
'\GIN
T\6
0004
26 -
GIN
T B
R. G
.GP
J F
IRE
RB
Bottom of Boring at 55.0 feet
MODERATELY HARD, POORLYCEMENTED, GRAY WEATHEREDSILTSTONE WITH RED-BROWN SHALESEAMS
SOFT TO MODERATELY HARD,RED-BROWN, WEATHERED SHALE(continued)
0
0
0
0
0
0
8
9
7
6
5
4
El. = 1039.08
El. = 1060.07
SAMPLES
PAGE 2 OF 2
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
BORING NO. B-01
WATER LEVEL OBSERVATIONS
A.D.
BORING COMPLETED
Station= 733+38.20, 168.37' Rt. of CL Survey
6000426
BORING LOG
SP
T-
NB
LOW
S /
FT
.
L.M.
RE
CO
VE
RY
, IN
.
BORING STARTED
TESTS
JOB#
None-WD
None-24 Hrs. AB
3/16/15
FOREMAN
PROJECT: Bridge "G" over Duncan Bypass, J/P No.
20316(23)
LOCATION: South US-81 Connector,
Stephens County, Oklahoma
(Continued) UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
TY
PE
GR
AP
HIC
S L
OG
WL
WL
WL
RIG
50/0.25"50/0.13"
50/0.50"50/0.25"
50/0.88"50/0.38"
50/0.88"50/0.38"
50/0.88"50/0.50"
50/1.00"50/0.50"
NU
MB
ER
US
CS
SY
MB
OL
DR
Y D
EN
SIT
Y,
PC
F
CME-55
3/16/15
REMARKS:
MO
IST
UR
E,
%
DE
PT
H,
FT
.
APPROVED
ENGINEER: EST, Inc.
None-AB
35
40
45
50
55
60
LAYER / MATERIAL
DESCRIPTION
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
CLIENT: Oklahoma Department of
Transportation
15.0
8
18.2
15.9
9.1
10.3
10.1
9.5
14.5
20.1
14.9
12.0
15.4
19.3
CL
10
11
12
13
14
1
215
TCP
CL
CL
CL
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'G
'\GIN
T\6
0004
26 -
GIN
T B
R. G
.GP
J F
IRE
CL
SS
7
SS
SS
ST
SS
SS
SS
SS
ST
SS
SS
SS
SS
SS
TCP
RB
SS
9
SOFT TO MEDIUM STIFF, DARK BROWN,SILTY CLAY WITH SAND (FILL)
MEDIUM STIFF, DARK BROWN, LEANCLAY (FILL)
STIFF TO VERY STIFF, LIGHT BROWN,LEAN CLAY (FILL)
STIFF, LIGHT BROWN, LEAN CLAY WITHSAND
MEDIUM STIFF, BROWN, LEAN CLAY
VERY STIFF, RED-BROWN WITH GRAY,LEAN CLAY
VERY HARD, RED-BROWN, LEAN CLAY(SHALEY)
18
12
18
24
16
18
18
24
18
18
18
18
15
0
010
16
El. = 1070.94
SOFT, RED, WEATHERED SHALE,INTERBEDDED WITH GRAY SILTSTONE
El. = 1074.44
El. = 1067.94
El. = 1062.44
El. = 1058.44
El. = 1056.94
El. = 1054.44
1
2
3
4
5
6
20.1
CL
18.2
15.9
9.1
10.3
10.1
14.5
19.3
14.9
15.0
12.0
15.4
9.5
REMARKS:
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
CLIENT: Oklahoma Department of
Transportation
APPROVED
ENGINEER: EST, Inc.
MO
IST
UR
E,
%
None-AB
3/16/15
CME-75
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
5
10
15
20
25
30
RIG
SP
T-
NB
LOW
S /
FT
.
DE
PT
H,
FT
.
CL
LAYER / MATERIAL
DESCRIPTION
GR
AP
HIC
S L
OG
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
Surface Elev. = 1075.94 feetVegetation Thickness : 4" Grass Cover
LOCATION: South US-81 Connector,
Stephens County, Oklahoma
RE
CO
VE
RY
, IN
.
WATER LEVEL OBSERVATIONS
FOREMAN
3/16/15 None-WD
None-24 Hrs. AB
JOB#
TESTS
BORING STARTED
PROJECT: Bridge "G" over Duncan Bypass, J/P No.
20316(23)
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
6000426
Station= 739+02.35, 260.17' Rt. of CL Survey
BORING COMPLETED
A.D.
BORING NO. B-05
R.J.
WL
WL
WL
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
PAGE 1 OF 2
SAMPLES
BORING LOG
LL = 34PL = 18PI = 16
-#200 = 94.0%
LL = 24PL = 17PI = 7
-#200 = 72.9%LL = 27PL = 19PI = 8
-#200 = 85.8%
LL = 31PL = 18PI = 13
-#200 = 87.6%LL = 32PL = 19PI = 13
-#200 = 90.6%LL = 29PL = 16PI = 13
-#200 = 80.2%LL = 26PL = 15PI = 11
-#200 = 75.1%LL = 29PL = 16PI = 13
-#200 = 80.9%LL = 30PL = 17PI = 13
-#200 = 85.1%LL = 32PL = 17PI = 15
-#200 = 85.2%
LL = 37PL = 18PI = 19
-#200 = 91.4%
LL = 35PL = 18PI = 17
-#200 = 98.9%
LL = 42PL = 21PI = 21
-#200 = 99.2%
21
14
6
9
21
71
18/6.0"45/6.0"50/3.0"
50/0.25"50/3.75"
19
28/6.0"50/4.0"
18
50/3.50"50/3.0"
11
9
5
SSTCP
RB
TCP
RB
SSTCP
RB
TCP
RB
L:\G
EO
TE
CH
\201
5 G
EO
TE
CH
PR
OJE
CT
S\6
0004
26 -
SO
UT
HD
UN
CA
NB
YP
AS
S\R
EP
OR
TS
\BR
IDG
ES
\BR
IDG
E 'G
'\GIN
T\6
0004
26 -
GIN
T B
R. G
.GP
J F
IRE
24.6
17.2
TCP
RB
MODERATELY HARD TO HARD,PURPLE-GRAY, INTERBEDDED SHALEAND SILTSTONE
MODERATELY HARD, REDDISH-PURPLE,WEATHERED SHALE
Bottom of Boring at 52.2 feet
24.6
SOFT, RED, WEATHERED SHALE,INTERBEDDED WITH GRAY SILTSTONE(continued)
0
0
0
0
0
4
8
17.2
6
717
5
4
LL = 52PL = 23PI = 29
-#200 = 99.4%
16
El. = 1039.44
El. = 1031.44
El. = 1023.79
3
BORING NO. B-05
A.D.
BORING COMPLETED
LIM
ITS
(LL
) (P
L)IN
DE
XE
S (
PI)
#200
SIE
VE
SOIL AND ROCK CLASSIFICATIONS ARE FROM DISTURBED SAMPLES. CORE SAMPLES AND FURTHER LABORATORY TESTING MAY
REVEAL OTHER ROCK AND/OR SOIL TYPES. THE STRATIFICATION SHOWN IN THE SOIL AND ROCK ABOVE IS AN ESTIMATION OF
IN-SITU CONDITIONS. THEREFORE, THE NATURAL TRANSITION BETWEEN SOIL AND ROCK TYPES MAY BE GRADUAL.
* ESTIMATED FROM POCKET PENETROMETER
PAGE 2 OF 2
SAMPLES
LL = 28PL = 15PI = 13
-#200 = 89.5%
R.J.
SP
T-
NB
LOW
S /
FT
.
CME-75
DR
Y D
EN
SIT
Y,
PC
F
US
CS
SY
MB
OL
NU
MB
ER
RIG
BORING LOG
6000426
Station= 739+02.35, 260.17' Rt. of CL Survey
35
40
45
50
55
60
FOREMAN
3/16/15
RE
CO
VE
RY
, IN
.
JOB#
TESTS
BORING STARTED
None-WD
None-24 Hrs. AB
GR
AP
HIC
S L
OG
WATER LEVEL OBSERVATIONS
PROJECT: Bridge "G" over Duncan Bypass, J/P No.
20316(23)
3/16/15
TY
PE
UN
CO
NF
INE
DS
TR
EN
GT
H,
PS
F
(Continued)
LOCATION: South US-81 Connector,
Stephens County, Oklahoma
WL
WL
WL
50/2.25"50/1.13"
50/2.38"50/2.50"50/6.0"50/2.0"
50/1.63"50/2.0"
50/3.0"50/1.0"
50/0.50"50.25"
50/3.13"50/3.13"
ENGINEER: EST, Inc.
3201 S. Berry RoadNorman, OK 73072
(OFF.) (405) 307-8378 (FAX) (405) 329-1914
None-AB
APPROVED
DE
PT
H,
FT
.
MO
IST
UR
E,
%
REMARKS:
CLIENT: Oklahoma Department of
Transportation
LAYER / MATERIAL
DESCRIPTION
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix D
Piezocone Soundings (CPTU)
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 1
Cone Used: DDG1332
GPS Data: 34.4662832, -97.9731361
CPT Date/Time: 6/20/2015 10:42:44 AM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 14.27 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF800
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw TSF4-1
Friction Ratio
Fs/Qt (%) 50
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 2
Cone Used: DDG1332
GPS Data: 34.4676234, -97.9727921
CPT Date/Time: 6/20/2015 8:57:16 AM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 7.38 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF1400
0
1
2
3
4
5
6
7
8
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw TSF1-1
Friction Ratio
Fs/Qt (%) 120
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 3 Bridge "C" Boring 1
Cone Used: DDG1332
GPS Data: 34.4689843, -97.9729577
CPT Date/Time: 6/19/2015 1:32:52 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 31.50 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF1200
0
5
10
15
20
25
30
35
Depth(ft)
Local Friction
Fs TSF40
Pore Pressure
Pw TSF7-1
Friction Ratio
Fs/Qt (%) 600
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 4 Bridge "C" Boring 4
Cone Used: DDG1332
GPS Data: 34.4697293, -97.9732951
CPT Date/Time: 6/19/2015 11:22:16 AM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 34.78 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF600
0
5
10
15
20
25
30
35
Depth(ft)
Local Friction
Fs TSF30
Pore Pressure
Pw TSF9-1
Friction Ratio
Fs/Qt (%) 200
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT5
Cone Used: DDG1332
GPS Data: 34.470937,-97.975326
CPT Date/Time: 6/20/2015 6:51:26 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 4.10 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF1800
0
1
2
3
4
5
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw TSF1-1
Friction Ratio
Fs/Qt (%) 40
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT6
Cone Used: DDG1332
GPS Data: 34.472475, -97.976080
CPT Date/Time: 6/20/2015 5:02:11 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 10.99 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF400
0
2
4
6
8
10
12
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw TSF2-1
Friction Ratio
Fs/Qt (%) 100
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 7
Cone Used: DDG1332
GPS Data: 34.473533, -97.977040
CPT Date/Time: 6/20/2015 4:27:37 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 7.71 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF700
0
1
2
3
4
5
6
7
8
Depth(ft)
Local Friction
Fs TSF30
Pore Pressure
Pw TSF1-1
Friction Ratio
Fs/Qt (%) 120
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 8 Bridge "E" Near Boring 1
Cone Used: DDG1332
GPS Data: 34.4777538, -97.9771564
CPT Date/Time: 6/18/2015 5:54:14 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 10.83 feet Depth Increment = 0.164 feet
Filter On
Tip Resistance
Qt TSF1400
0
2
4
6
8
10
12
Depth(ft)
Local Friction
Fs TSF30
Pore Pressure
Pw TSF2-1
Friction Ratio
Fs/Qt (%) 120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 9 Bridge "E" Boring 4
Cone Used: DDG1332
GPS Data: 34.4790178, -97.9771561
CPT Date/Time: 6/19/2015 9:03:58 AM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 20.67 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF1600
0
5
10
15
20
25
Depth(ft)
Local Friction
Fs TSF30
Pore Pressure
Pw TSF2-1
Friction Ratio
Fs/Qt (%) 90
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 10
Cone Used: DDG1332
GPS Data: 34.481067, -97.977698
CPT Date/Time: 6/20/2015 2:20:43 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 32.32 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF600
0
5
10
15
20
25
30
35
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw TSF6-1
Friction Ratio
Fs/Qt (%) 70
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 11 Bridge "G" Near Boring 1
Cone Used: DDG1332
GPS Data: 34.4866769, -97.9804882
CPT Date/Time: 6/18/2015 3:55:26 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 8.37 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF1200
0
1
2
3
4
5
6
7
8
9
Depth(ft)
Local Friction
Fs TSF40
Pore Pressure
Pw TSF3-1
Friction Ratio
Fs/Qt (%) 400
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
Oklahoma Department of Transportation (ODOT)Operator: EST, Inc.
Sounding: CPT 12 Bridge "G" Near Boring 5
Cone Used: DDG1332
GPS Data: 34.4877542, -97.9822290
CPT Date/Time: 6/18/2015 11:31:47 AM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Depth = 21.16 feet Depth Increment = 0.164 feet
Filter On
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF450
0
5
10
15
20
25
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw TSF6-1
Friction Ratio
Fs/Qt (%) 90
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix E
Oedometer Test Results & CPTU Dissipation Curve
PROJECT NAME: South Duncan Bypass DATE TESTED: 7/6/2015PROJECT NUMBER: TESTED BY: Bryce HanlonEST PROJECT NUMBER: SAMPLE LOCATION: 10-12 feetPROJECT LOCATION: Duncan, Oklahoma MATERIAL DESCRIPTION: Lean Clay with Sand (CL)
ASTM D 2435: STANDARD TEST METHODS FOR ONE-DIMENSIONAL CONSOLIDATION PROPERTIES OF SOILS USING ICREMENTAL LOADINGASTM D 4546: STANDARD TEST METHODS FOR ONE-DIMENSIONAL SWELL OR SETTLEMENT POTENTIAL OF COHESIVE SOILS
Wet Density (lbs./ft3)Dry Density (lbs./ft3)Dry Density (kN/m3)Moisture Content (%)
NORMAN OFFICE MOORE OFFICE ARDMORE OFFICE McALESTER OFFICE TULSA OFFICE OKLAHOMA CITY OFFICE
480 24TH AVENUE NW, SUITE 244 201 INDUSTRIAL BLVD. 1960 COOPER DRIVE 1905 N. 13TH ST. SUITE A 108 S. 109TH E. PLACE 615 N. HUDSON, 3RD FLOOR
NORMAN, OK 73069 MOORE, OK 73160 ARDMORE, OK 73401 McALESTER, OK 74501 TULSA, OK 74128 OKLAHOMA CITY, OK 73102
(405) 307-8378 (405) 912-8378 (580) 223-6518 (918) 423-4877 (918) 439-3229 (405) 815-3600
(405) 329-1914 FAX (405) 912-7558 FAX (580) 223-6972 FAX (918) 429-0200 FAX (918) 439-9735 FAX (405) 815-4080 FAX
Comments: Normally Consolidated Sample
Compression Index, Cc 0.222
23.00% Precon. Pressure (tsf) 0.95Initial Void Ratio, eo 0.727 Swelling Index, Cs
VOID RATIO VS. LOG STRESS (KPA)
N/ACPT-4 SAMPLE No.BORING No.
N/A
OCR 1
6000426
VOID RATIO VS. LOG STRESS (TSF)
15.3
VERTICAL STRAIN VS. LOG STRESS (TSF) VERTICAL STRAIN VS. LOG STRESS (KPA)
119.7 Swell Pressure (kPa) 0.0
0.019
97.6 Precon. Pressure (kPa) 91.0Swell Pressure (tsf) 0.0
0.3
0.4
0.5
0.6
0.7
0.8
0.0 0.1 1.0 10.0 100.0
Vo
id R
atio
(e)
log P (tsf)
0.3
0.4
0.5
0.6
0.7
0.8
1 10 100 1000 10000
Vo
id R
atio
(e)
log P(kPa)
-2-10123456789
1011121314151617181920
0.0 0.1 1.0 10.0 100.0
Ver
tica
l Str
ain
%
log P (tsf)
-2-10123456789
1011121314151617181920
1 10 100 1000 10000
Ver
tica
l Str
ain
%
log P(kPa)
PROJECT NAME: South Duncan Bypass DATE TESTED: 7/6/2015
PROJECT NUMBER: TESTED BY: Bryce HanlonEST PROJECT NUMBER: SAMPLE LOCATION: 20-22 feetPROJECT LOCATION: Duncan, Oklahoma MATERIAL DESCRIPTION: Lean Clay (CL)
ASTM D 2435: STANDARD TEST METHODS FOR ONE-DIMENSIONAL CONSOLIDATION PROPERTIES OF SOILS USING ICREMENTAL LOADINGASTM D 4546: STANDARD TEST METHODS FOR ONE-DIMENSIONAL SWELL OR SETTLEMENT POTENTIAL OF COHESIVE SOILS
Wet Density (lbs./ft3)Dry Density (lbs./ft3)Dry Density (kN/m3)Moisture Content (%)
NORMAN OFFICE MOORE OFFICE ARDMORE OFFICE McALESTER OFFICE TULSA OFFICE OKLAHOMA CITY OFFICE
3201 S. BERRY ROAD 201 INDUSTRIAL BLVD. 1960 COOPER DRIVE 1905 N. 13TH ST. SUITE A 108 S. 109TH E. PLACE 615 N. HUDSON, 3RD FLOOR
NORMAN, OK 73071 MOORE, OK 73160 ARDMORE, OK 73401 McALESTER, OK 74501 TULSA, OK 74128 OKLAHOMA CITY, OK 73102
(405) 307-8378 (405) 912-8378 (580) 223-6518 (918) 423-4877 (918) 439-3229 (405) 815-3600
(405) 329-1914 FAX (405) 912-7558 FAX (580) 223-6972 FAX (918) 429-0200 FAX (918) 439-9735 FAX (405) 815-4080 FAX
Comments: Normally Consolidated Sample
Compression Index 0.103
21.52% Precon. Pressure (tsf) 0.5Initial Void Ratio, eo 0.485 Swelling Index
VOID RATIO VS. LOG STRESS (KPA)
N/ACPT-4 SAMPLE No.BORING No.
N/A
OCR 1
6000426
VOID RATIO VS. LOG STRESS (TSF)
17.8
VERTICAL STRAIN VS. LOG STRESS (TSF) VERTICAL STRAIN VS. LOG STRESS (KPA)
138.2 Swell Pressure (kPa) 7.7
0.007
113.5 Precon. Pressure (kPa) 47.9Swell Pressure (tsf) 0.08
0.25
0.30
0.35
0.40
0.45
0.50
0.01 0.10 1.00 10.00 100.00
Vo
id R
atio
(e)
log P (tsf)
0.25
0.30
0.35
0.40
0.45
0.50
1 10 100 1000 10000
Vo
id R
atio
(e)
log P(kPa)
-2
-1
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.01 0.10 1.00 10.00 100.00
Ver
tica
l Str
ain
%
log P (tsf)
-2
-1
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 10 100 1000 10000
Ver
tica
l Str
ain
%
log P(kPa)
Pressure(psi)
Time: (minutes)
CPTU Dissipation CurveOperator EST, Inc.Sounding: CPT12 - Bridge "G" - Boring B-05Cone Used: DDG1332GPS Data: 34.4877542, -97.9822290
CPT Date/Time: 6/18/2015 11:31:47 AMLocation: South Duncan BypassJob Number: J/P No. 20316(23)
Maximum Pressure = 10.299 psiHydrostatic Pressure = 2.705 psi
0 2 4 6 8 10 12 14 16 4
5
6
7
8
9
10
11
Selected Depth(s) (meters)
1.90
Pressure(psi)
Time: (minutes)
CPTU Dissipation CurveOperator EST, Inc.Sounding: CPT12 - Bridge "G" - Boring B-05Cone Used: DDG1332GPS Data: 34.4877542, -97.9822290
CPT Date/Time: 6/18/2015 11:31:47 AMLocation: South Duncan BypassJob Number: J/P No. 20316(23)
Maximum Pressure = 73.809 psiHydrostatic Pressure = 8.543 psi
0 20 40 60 80 100 120 140 10
20
30
40
50
60
70
80
Selected Depth(s) (meters)
6.00
Pressure(TSF)
Time: (minutes)
CPTU Dissipation CurveOperator EST, Inc.
Sounding: CPT3 - Bridge "C" - Boring B-01
Cone Used: DDG1332
GPS Data: 34.4689843, -97.9729577
CPT Date/Time: 6/19/2015 1:32:52 PM
Location: South Duncan Bypass
Job Number: J/P No. 20316(23)
Maximum Pressure = 0.578 TSFHydrostatic Pressure = 4.047 TSF
0 20 40 60 80 100 120 140 160 180 200 0
1
Selected Depth(s) (meters)
2.85
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix F
Slope Stability Profiles
φ
φ
φ
φ
φ
φ
φ
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix G
Settle 3D Analysis Output
400
200
0-2
00
-200 0 200
Total Settlement (in) 0.0 1.1 2.2 3.3 4.4 5.5 6.6 7.7 8.8 9.9 11.0
max (stage): 10.26 inmax (all): 10.26 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Immediate Settlement (in) 0.0 1.1 2.2 3.3 4.4 5.5 6.6 7.7 8.8 9.9 11.0
max (stage): 10.15 inmax (all): 10.15 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Consolidation Settlement (in)
0.000 0.012 0.024 0.036 0.048 0.060 0.072 0.084 0.096 0.108 0.120
max (stage): 0.12 inmax (all): 0.12 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
400
200
0-2
00
-200 0 200
Total Settlement (in) 0.00 0.93 1.86 2.79 3.72 4.65 5.58 6.51 7.44 8.37 9.30
max (stage): 9.30 inmax (all): 9.30 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name ConsolidationAnalysisTimeDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Immediate Settlement (in) 0.00 0.93 1.86 2.79 3.72 4.65 5.58 6.51 7.44 8.37 9.30
max (stage): 9.22 inmax (all): 9.22 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name ConsolidationAnalysisTimeDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Consolidation Settlement (in)
0.0000 0.0082 0.0164 0.0246 0.0328 0.0410 0.0492 0.0574 0.0656 0.0738 0.0820
max (stage): 0.08 inmax (all): 0.08 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name ConsolidationAnalysisTimeDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
400
200
0-2
00
-200 0 200
Total Settlement (in) 0.00 0.14 0.28 0.42 0.56 0.70 0.84 0.98 1.12 1.26 1.40
max (stage): 1.39 inmax (all): 1.39 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT8BridgeEBoring1ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Immediate Settlement (in) 0.00 0.14 0.28 0.42 0.56 0.70 0.84 0.98 1.12 1.26 1.40
max (stage): 1.37 inmax (all): 1.37 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT8BridgeEBoring1ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Consolidation Settlement (in)
0.0000 0.0017 0.0034 0.0051 0.0068 0.0085 0.0102 0.0119 0.0136 0.0153 0.0170
max (stage): 0.02 inmax (all): 0.02 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT8BridgeEBoring1ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
100
0-1
00
-100 0 100
Total Settlement (in) 0.00 0.13 0.26 0.39 0.52 0.65 0.78 0.91 1.04 1.17 1.30
max (stage): 1.20 inmax (all): 1.20 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT8BridgeEBoring1ConsolidationAnalysisTimDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
2010
00
-100
-200
-100 0 100
Immediate Settlement (in) 0.00 0.12 0.24 0.36 0.48 0.60 0.72 0.84 0.96 1.08 1.20
max (stage): 1.19 inmax (all): 1.19 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT8BridgeEBoring1ConsolidationAnalysisTimDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
2010
00
-100
-200
-100 0 100
Consolidation Settlement (in)
0.0000 0.0014 0.0028 0.0042 0.0056 0.0070 0.0084 0.0098 0.0112 0.0126 0.0140
max (stage): 0.01 inmax (all): 0.01 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT8BridgeEBoring1ConsolidationAnalysisTimDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200 40
Total Settlement (in) 0.00 0.47 0.94 1.41 1.88 2.35 2.82 3.29 3.76 4.23 4.70
max (stage): 4.60 inmax (all): 4.60 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT9BridgeEBoring4ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200 40
Immediate Settlement (in) 0.00 0.46 0.92 1.38 1.84 2.30 2.76 3.22 3.68 4.14 4.60
max (stage): 4.56 inmax (all): 4.56 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT9BridgeEBoring4ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
400
200
0-2
00-4
00
-200 0 200 40
Consolidation Settlement (in)
0.0000 0.0039 0.0078 0.0117 0.0156 0.0195 0.0234 0.0273 0.0312 0.0351 0.0390
max (stage): 0.04 inmax (all): 0.04 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT9BridgeEBoring4ConsolidationAnalysis.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
400
200
0-2
00
-200 0 200
Total Settlement (in) 0.00 0.38 0.76 1.14 1.52 1.90 2.28 2.66 3.04 3.42 3.80
max (stage): 3.80 inmax (all): 3.80 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT9BridgeEBoring4ConsolidationAnalysisTimDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Immediate Settlement (in) 0.00 0.38 0.76 1.14 1.52 1.90 2.28 2.66 3.04 3.42 3.80
max (stage): 3.77 inmax (all): 3.77 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT9BridgeEBoring4ConsolidationAnalysisTimDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
200
0-2
00-4
00
-200 0 200
Consolidation Settlement (in)
0.0000 0.0032 0.0064 0.0096 0.0128 0.0160 0.0192 0.0224 0.0256 0.0288 0.0320
max (stage): 0.03 inmax (all): 0.03 in
Analysis Description Settlement AnalysisCompany EST, Inc.Drawn By EST, Inc.File Name CPT9BridgeEBoring4ConsolidationAnalysisTimDep.s3zDate 7/13/2015, 10:36:12 AM
Project
South Duncan Bypass
SETTLE3D 3.014
South Duncan Bypass, State Job No. 20316(04) & 20316(23) EST Project Number: 6000426 Stephens County, Oklahoma July 29, 2015
EST, Inc.
Appendix H
General Notes
EST, INC.
GENERAL NOTES Water levels measured in low permeability soils (clays & unfractured rock) may require long term observations and therefore, the depths shown may not be accurate. Sample Classification and Descriptions Soil Classification: The soil description and classification is based on the Unified Soil
Classification System (USCS) unless noted otherwise
Description Modifier: Trace - material slightly present in sample, less than 15%
Rock: Rock samples are described according to the “General Notes for Rock Classification”
Consistency of Fine-Grained Soils:
Qu, Unconfined Compressive Strength (psf) SPT Consistency < 500 0-2 Very Soft
500 - 1,000 2-5 Soft
1,001 - 2,000 5-10 Medium
2,001 - 4,000 10-20 Stiff
4,001 - 8,000 20-30 Very Stiff
8,001 - 16,000 30-60 Hard
> 16,000 > 60 Very Hard
Relative Density of Coarse-Grained Soils: N-Blows/ft. Relative Density 0-4 Very Loose
5-10 Loose
11-24 Medium Dense
25-50 Dense
51-80 Very Dense
80+ Extremely Dense
Grain Size Terminology: Major Component of Sample Size Range
Boulders Over 12 in. (305mm)
Cobbles 12 in. to 3 in. (300mm to 76mm)
Gravel 3 in. to #4 sieve (75mm to 4.75mm)
Sand #4 to #200 sieve (4.75mm to 0.075mm)
Silt or Clay Passing #200 sieve (0.075mm)
EST, INC.
BORING LOG ACRONYM LIBRARY Boring Log Symbol Library
SPT-N: Blow or strike count for the Standard Penetration Test or the Texas Cone Penetrometer Test. In general, the Standard Penetration Test “N” is the numbers of strikes required to advance a standard 2-inch outside diameter split-spoon a distance of 1-foot, or portion thereof, with a 140 pound hammer falling 30 inches. In general, the Texas Cone Penetrometer Test “N” is the numbers of strikes with penetration depths required to advance a solid steel three-inch diameter cone of standard dimensions with a170-pound weight falling 24-inches. Two 50 strike intervals or two 6-inch penetration intervals is recorded.
WOH: Weight of Hammer
WOR: Weight of Drilling Rod
USCS Symbol: The Unified Soil Classification System Identification Symbol
ATV: All-Terrain Vehicle Mounted Drill Rig
EL: Elevation
Lt: Left
Rt: Right
LL, PL, PI: Atterberg Limits (Liquid Limit, Plastic Limit, Plasticity Index)
-#200: Percent Passing Standard No. 200 Sieve
NP – Non Plastic
Drilling & Sampling Symbol Library AS: Auger Sample BS: Bucket Sample DB: Diamond Drilling Bit (Truck Rotary Drilling using air or water to remove cuttings) DCD: Diamond Core Barrel Drilling HA: Hand Auger HS: Hollow Stem Auger (Truck Rotary Drilling) PA: Power Auger (Truck Rotary Drilling) PM: Pressure Meter RB: Rock Bit (Truck Rotary Drilling using air or water to remove cuttings) RQD: Rock Quality Designation SS: Standard Penetration Test (Split-Spoon): a 13/8 inch I.D. and 2” O.D. tube, unless noted ST: Thin-Wall Tube Sample (Shelby Tube): a 3” O.D. tube, unless noted otherwise TCP: Texas Cone Penetrometer Test WS: Wash Sample WB: Wash Bore Water Level Symbol Library AB: After Boring Complete DCI: Dry Cave In WCI: Wet Cave In WD: While Drilling WL: Water Level Depth From Boring Surface Elevation WS: While Sampling
EST, INC.
GENERAL NOTES FOR ROCK CLASSIFICATION Igneous Rock Igneous rock is formed from the cooling process of molten material (magna) beneath the earth’s surface (plutonic or intrusive rock) or from the rapid cooling at or near the earth’s surface (volcanic or extrusive rock). The rate of cooling, mineral composition, and mode of deposition control the type, texture, and shape of Igneous rocks. However, the most common Igneous rocks are: Granite: Intrusive rock; very hard; generally coarse-grained; usually light colored (pink, red or gray);
typically lighter weight than most rocks (specific gravity = 2.6); and for the most part composed of Quartz, Feldspar, and some dark minerals, usually Mica, crystalline texture; usually even-grained or grains are equal in size.
Basalt: Extrusive rock; very hard; generally fine-grained; usually dark colored (green, gray, or black); typically heavier weight than most rocks (specific gravity = 2.9); and has a glassy texture.
Sedimentary Rock Sedimentary rock is formed from the deposition of material (previous rock fragments, soil and minerals) by erosion or precipitation. The loose deposited material slowly hardens and develops into rock from the processes of compaction, cementation, and/or recrystallization. Sedimentary rocks are composted of cemented boulders, cobbles, gravels, sands, silts and clay size particles. The most common minerals composing Sedimentary rock are quartz, kaolinite, feldspar, mica, and iron oxides, together with those precipitated from solution such as carbonates (dolomite, calcite, and siderite) and the sulfates gypsum and anhydrite. The most common Sedimentary rocks are: Limestone: White to light gray or bluish-gray in color; crystalline to fine-grained texture; varies in
hardness from soft to very hard; chiefly composed of calcium carbonate which will effervesce upon contact with dilute hydrochloric acid.
Dolomite: Very similar to limestone. Usually harder than limestone and usually does not effervesce upon contact with dilute hydrochloric acid. However, will effervesce upon contact with dilute hydrochloric acid if in powered state.
Shale: Light to dark colored; very fine-grained texture; composed of consolidated clay or silt; bedded in thin layers.
Siltstone: Very similar to shale, but unlaminated. Usually more cemented and less cohesive to non-cohesive.
Sandstone: Commonly light colored; coarse to fine-grained texture; composed of cemented sand size particles.
Conglomerate: Varies in color; composed of boulder size material to silt, generally sand to cobble size; cemented together with various cementing agents.
Chert: Light to dark colored; very fined-grained texture; common constituent of conglomerates; breaks conchoidally or into angular fragments; will scratch glass.
Degree of Weathering Slight: Noted predominantly by color change with no disintegrated zones. May have slight
decomposition of parent material at joints.
Moderate: Noted by color change throughout and some decomposition.
High: Noted by complete color change throughout, highly decomposed, may be extremely broken, general appearance approaching soil.
