STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION …...SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-1 COUNTY Queens

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-1 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure & Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 60788.1885, (E) 314783.6928 SURF. ELEV. 17.318 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes

DATE START 3/16/09 DATE FINISH 3/18/09 CASING O.D. 114.3mm I.D. 101.6mm WEIGHT OF HAMMER-CASING 136kg HAMMER FALL-CASING 450mm SAMPLER O.D. 50mm I.D. 35mm WEIGHT OF HAMMER-SAMPLER 63.5kg HAMMER FALL-SAMPLER 760mm

DEPTH

(m)

CASING BLOWS / 0.3 m

SAMPLE

NO.

BLOWS ON SAMPLER (m)

DESCRIPTION OF SOIL AND ROCK

MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill See Note 2

Ahead J-1 3 7 Brown Silty SAND w/ Gravel Pieces M-NP 13 8

1.5 Spin J-2 10 10 Light Brown, Dark Brown and Gray Silty SAND w/ Gravel Pieces M-NP 17 Casing 11

3.0 J-3 17 22 Brown Silty SAND w/ Gravel Pieces M-NP 15 24




9.0 Mud J-7 15 14 Brown Silty SAND w/ Gravel Pieces M-NP 13 Used 15

10.5 J-8 10 16 Brown Gravelly SAND, Silty M-NP 10 13



15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D.Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-1



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 10 11 Gray Silty SAND w/ Gravel Pieces M-NP 14

Used 10

16.5 J-12 15 100/.102 Gray Gravelly SAND, Silty M-NP 9 ----

18.0 J-13 12 20 Gray Silty SAND w/ Gravel Pieces M-NP 13 13



22.5 J-16 34 27 Gray Sandy GRAVEL, Silty M-NP 7 34

24.0 J-17 27 35 Brown Silty SAND M-NP 20 50




30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D.Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-1

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-1 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure & Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 60788.1885, (E) 314783.6928 SURF. ELEV. 17.318 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 80 100 No Recovery ---- ----

Used ----


33.0 J-23 32 36 Gray Silty SAND M-NP 19 35



37.5 J-26 40 51 Light Brown Silty SAND M-NP 20 53


40.5 J-28 36 48 Brown Silty SAND M-NP 19 48 End of Boring 40.95m Notes: (1) Safety Hammer used (2) Drilled 50mm of asphalt and 152mm of concrete before taking J-1 (3) Hard Drilling: (a) 30.3m - 31.1m (4) Driller cored Cobble at 19.5m – 19.7m and put in jar (5) Drilling Mud Used. Groundwater not determined (6) Mr. Philip Calise was the Drill Rig Inspector Supervisor for this Project

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D.Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-1


DATE START 3/16/09 DATE FINISH 3/18/09 CASING O.D. 106mm I.D. 100mm WEIGHT OF HAMMER-CASING 63.5kg HAMMER FALL-CASING 762mm SAMPLER O.D. 50.8mm I.D. 35mm WEIGHT OF HAMMER-SAMPLER 63.5kg HAMMER FALL-SAMPLER 762mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill

Ahead See Note 2

10 J-1 29 23 Gray Silty SAND w/ Gravel Pieces M-NP 14 14 23 21

1.5 29 18 J-2 7 16 1st Attempt: No Recovery 26 17 2nd Attempt: Gray Silty SAND w/ Gravel Pieces M-NP 17 29 33

3.0 36 16 J-3 9 12 Gray Silty SAND w/ Gravel Pieces M-NP 13 18 11 19 19

4.5 23 19 J-4 6 9 Brown Sandy SILT w/ Pockets of Gray Silty CLAY M-LPL 15 27 10 38 33

6.0 40 23 J-5 8 7 No Recovery: Two Attempts ---- ---- 30 6 31 39

7.5 41 26 J-6 13 8 Dark Brown Silty SAND w/ Gravel Pieces M-NP 14 28 9 33 37

9.0 41 Mud J-7 10 10 Gray Sandy GRAVEL, Silty M-NP 6 Used 9


12.0 J-9 9 13 Gray Gravelly SAND, Silty M-NP 7 14

13.5 J-10 17 20 1st Attempt: No Recovery 19 2nd Attempt: Gray Silty SAND w/ Gravel Pieces M-NP 12

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P.Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-2



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 26 27 1st Attempt: No Recovery

Used 27 2nd Attempt: Gray Silty SAND w/ Gravel Pieces M-NP 10







25.5 J-18 33 47 100 Brown Silty SAND M-NP 20



30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P.Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-2



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 36 41 Red Brown Silty SAND w/ Gravel Pieces M-NP 10

Used 53




36.0 See Note 4 J-25 47 100/.076 Gray Silty SAND w/ Gravel Pieces M-NP 11 ---- See Note 5 End of Boring 36.5m Notes:

37.5 (1) Automatic hammer used (2) Drilled through 300mm of blacktop before taking J-1 (3) Drilled through boulders/cobbles at 25.0m to 25.2m (4) Core Drilled from 35.5m to 36.0m, COBBLES (5) Core Drilled from 36.27m to 36.5, BOULDER

39.0 (6) Drilling Mud Used. Groundwater not determined (7) Grouted hole upon completion

40.5

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P.Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-2

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-3 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 60842.6519, (E) 314755.8350 SURF. ELEV. 15.601 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes

DATE START 03/18/09 DATE FINISH 03/24/09 CASING O.D. 114.3 mm I.D. 101.6 mm WEIGHT OF HAMMER-CASING 136 kg HAMMER FALL-CASING 450 mm SAMPLER O.D. 50 mm I.D. 35 mm WEIGHT OF HAMMER-SAMPLER 63.5 kg HAMMER FALL-SAMPLER 760 mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 9 10 Brown Silty SAND w/ Gravel Pieces and Asphalt M-NP 12 7 Spin

1.5 Casing J-2 15 18 Brown Silty SAND w/ Gravel Pieces M-NP 13 14

3.0 J-3 13 15 Brown and Gray Silty SAND, Gravelly M-NP 11 18 See Note 3

4.5 B-1 Run #B-1: Drilled from 4.5m to 5.5m, BOULDER J-4 11 16 Brown Silty SAND M-NP 17

6.0 20 J-5 20 55 Brown and Dark Brown Silty SAND w/ Gravel Pieces and Mica M-NP 17 100/.100

7.5 B-2 Run #B-2: Drilled from 7.3m to 8.5m, stacked COBBLES J-6 28 34 Brown and Dark Brown Silty SAND, Gravelly M-NP 11

9.0 100/.075 J-7 100/.050 ---- No Recovery ---- ---- ----

10.5 J-8 37 46 Brown and Dark Brown Silty SAND, Gravelly M-NP 10 50 B-3 Run #B-3: Drilled from 11.3m to 12.5m, BOULDER

12.0 J-9 17 17 Gray Silty SAND, Gravelly M-NP 10 33

13.5 Mud J-10 11 10 Gray Silty SAND w/ Gravel Pieces M-NP 13 Used 19

15.0 B-4 Run #B-4: Drilled from 14.8m to 15.5m, BOULDER The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-3



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud

Used J-11 17 14 Brown and Red Brown Silty SAND w/ Gravel Pieces M-NP 23 15

16.5 J-12 13 19 Red Brown Silty SAND M-NP 22 30

18.0 J-13 15 21 Brown Silty SAND w/ Mica M-NP 22 27



22.5 J-16 24 24 Brown and Red Brown Silty SAND w/ Gravel Pieces M-NP 15 23 B-5 Run #B-5: Drilled from 23.8m to 24.0m, BOULDER

24.0 J-17 28 51 Brown and Red Brown Silty SAND w/ Gravel Pieces M-NP 18 63

25.5 J-18 24 32 Gray and Black Silty SAND w/ Mica M-NP 26 40

27.0 J-19 23 43 Gray Silty SAND, w/ Mica M-NP 19 41


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-3

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-3 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 60842.6519, (E) 314755.8350 SURF. ELEV. 15.601 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 30 35 Gray Silty SAND, w/ Mica M-NP 24

Used 42

31.5 J-22 64 100/.127 Gray and Black Silty SAND w/ Mica M-NP 19 ----

33.0 J-23 50 64 Gray Silty SAND, w/ Mica M-NP 16 83

34.5 J-24 53 52 Gray and Black Silty SAND w/ Mica M-NP 23 55 End of Boring 34.95 m

36.0 Notes: (1) Safety Hammer Used (2) Drilled through 51mm of asphalt and 152mm of concrete (3) Core Drilled from 3.6m to 4.5m, COBBLES (4) Piezometer installed to 24.0m (5) Readings: (a) 4.0m on 3/24/09; (b) 9.45m on 3/25/09; (c) 10.5m on 3/27/09; (d) 11.3m on 3/31/09; (e) 11.3m on 4/07/09; (f) 11.8m on 4/14/09; (g) 11.7m on 06/15/09; (h) 11.1m on 7/14/09 (6) Lost water at 9.9m and 11.3m

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-3


DATE START 06/01/09 DATE FINISH 06/08/09 CASING O.D. 106mm I.D. 100mm WEIGHT OF HAMMER-CASING 63.5kg HAMMER FALL-CASING 762mm SAMPLER O.D. 50.8mm I.D. 34.9mm WEIGHT OF HAMMER-SAMPLER 63.5kg HAMMER FALL-SAMPLER 762mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled See Note 2

Ahead J-1 11 7 Brown and Black Sandy SILT w/ Gravel Pieces, Mica and Asphalt M-NP 15 of 8 Casing

1.5 J-2 3 6 Brown Sandy SILT w/ Gravel Pieces, Mica and Pockets of Gray M-NP 17 9 Sandy SILT

3.0 J-3 8 14 Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 16 21

4.5 J-4 56 50/.025 Gray GRAVEL, Silty M-NP 3 ----

6.0 J-5 18 28 Gray Sandy SILT w/ Gravel Pieces M-NP 11 25

7.5 Mud J-6 29 15 Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 11 Used 14


10.5 J-8 11 48 Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 10 50/.075

12.0 J-9 11 13 Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 14 14


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-4



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 20 50/.075 Brown and Black Sandy SILT w/ Gravel Pieces and Mica M-NP 12

Used ----

16.5 J-12 19 25 Gray Sandy SILT, Gravelly w/ Mica M-NP 14 72

18.0 See Note 3

19.5 See Note 3

21.0 J-13 27 35 Light Brown and Brown Silty SAND w/ Gravel Pieces and Mica M-NP 22 32

22.5 J-14 15 17 Brown and Black Silty Fine SAND w/ Gravel Pieces and Mica M-NP 28 18

24.0 J-15 20 26 Gray and Black Silty Fine SAND w/ Mica M-NP 31 35

25.5 J-16 21 23 Gray Silty SAND w/ Mica and Pockets of Gray Clayey SILT M-LPL 26 28

27.0 J-17 31 28 Gray Silty Fine SAND w/ Mica M-NP 29 25


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-4



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-19 78 68 Gray Silty SAND, Gravelly w/ Mica M-NP 12

Used 56

31.5 J-20 24 30 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 23 35


34.5 J-22 33 41 Gray Silty SAND, Gravelly w/ Mica M-NP 9 31

36.0 J-23 12 18 Brown Silty CLAY w/ Pockets of Gray Clayey SILT M-PL 43 26

37.5 J-24 25 32 1st Attempt: No Recovery 42 2nd Attempt: Brown Clayey SILT, Sandy M-LPL 27

39.0 J-25 26 35 Brown Clayey SILT, Sandy w/ Pockets of Red Brown Silty SAND M-LPL 27 48 End of Boring 39.45m

40.5 Notes: (1) Automatic Hammer Used (2) Drilled through 230mm of Asphalt and Base before taking sample J-1 (3) Possible Boulders at: (a) 4.675m – 5.132m; (b) 10.875m – 11.325m; (c) 15.225m – 16.0m; (d) 17.0m – 20.4m (4) Drilling mud used, Groundwater not determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-4


DATE START 03/19/09 DATE FINISH 03/24/09 CASING O.D. 139.7 mm I.D. 127 mm WEIGHT OF HAMMER-CASING 63.5 kg HAMMER FALL-CASING 762 mm SAMPLER O.D. 50.8 mm I.D. 34.9 mm WEIGHT OF HAMMER-SAMPLER 63.5 kg HAMMER FALL-SAMPLER 762 mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled

Casing J-1 6 10 Brown Silty SAND w/ Gravel Pieces M-NP 9 12


3.0 J-3 9 6 Brown and Dark Gray Silty SAND w/ Gravel Pieces M-NP 14 7

4.5 J-4 11 22 1st Attempt: No Recovery 19 2nd Attempt: Brown and Gray Sandy GRAVEL, Silty M-NP 12

6.0 Mud J-5 8 9 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 13 Used 10






15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-5



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 19 23 Dark Brown Silty SAND w/ Gravel Pieces and Mica M-NP 12

Used 23

16.5 J-12 16 25 Dark Brown Silty SAND w/ Gravel Pieces and Mica M-NP 11 23

18.0 J-13 20 28 Black Silty SAND w/ Mica M-NP 15 35

19.5 J-14 47 100/.051 Brown Sandy GRAVEL, Silty M-NP 10 ----

21.0 J-15 100 ---- Brown Sandy GRAVEL, Silty M-NP 9 ---- B-1 Run #B-1: Drilled from 21.15m to 21.25m, Rec. 100mm, BOULDER B-2 Run #B-2: Drilled from 21.27m to 21.3m, Rec. 300mm, BOULDER


24.0 J-17 24 43 Brown Sandy GRAVEL, Silty M-NP 9 47


27.0 J-19 9 13 Top 150mm: Dark Gray Silty CLAY M-PL 27 J-19A 17 Bottom 300mm: Brown Silty CLAY M-PL 26

28.5 J-20 7 19 Brown Silty CLAY M-PL 24 25




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 25 34 Dark Brown Silty Fine SAND M-NP 23

Used 34

31.5 J-22 10 12 Brown Clayey SILT M-LPL 24 15





39.0 J-27 15 20 Layered Brown Silty CLAY/Clayey SILT M-PL 29 23

40.5 J-28 18 31 Brown Silty Fine SAND M-NP 23 34


43.5 J-30 13 15 Layered Brown Silty CLAY/ Clayey SILT M-PL 27 19




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 45.0 Mud J-31 12 18 Layered Brown Silty CLAY/ Clayey SILT M-PL 23

Used 23






54.0 J-37 12 27 Layered Brown Silty CLAY/ Clayey SILT M-PL 22 37 End of Boring 54.45m

55.5 Notes: (1) Automatic Hammer Used (2) Possible Cobbles at 19.7m to 20.9m; (3) Drilling mud used, Groundwater not determined (4) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 4 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-5



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 10 18 Brown Silty SAND w/ Gravel Pieces M-NP 11 Spin 22

1.5 Casing J-2 10 7 Red Brown Silty SAND w/ Gravel Pieces and Pockets of M-NP 13 5 Gray Sandy SILT

3.0 J-3 40 17 Brown Sandy GRAVEL, Silty w/ Pieces of Ceramics M-NP 8 14 B-1 Run #B-1: Drilled from 3.96m to 5.18m, BOULDER

4.5 J-4 100/0 ---- No Recovery ---- ---- B-2 ---- Run #B-2: Drilled from 5.18m to 5.8m, COBBLES

6.0 J-5 25 32 Brown Silty Fine SAND w/ Mica M-NP 16 41



10.5 J-8 9 13 Dark Brown Silty SAND M-NP 20 13






DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Spin J-11 13 15 Brown Silty SAND w/ Gravel Pieces M-NP 19

Casing 17



19.5 J-14 45 100/.101 Brown Silty SAND w/ Gravel Pieces M-NP 14 B-3 ---- Run #B-3: Drilled from 20.12m to 21.0m, BOULDER

21.0 J-15 100/0 ---- No Recovery ---- ---- B-4 ---- Run #B-4: Drilled from 21.0m to 22.2m, BOULDER (See Note 3)

22.5 Revert J-16 47 52 Red Brown Silty SAND w/ Gravel Pieces M-NP 14 Used 70

24.0 J-17 40 45 Red Brown Silty SAND w/ Gravel Pieces M-NP 14 44



28.5 J-20 38 38 Brown and Gray Silty SAND w/ Mica M-NP 19 44




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-21 25 40 Light Gray Silty SAND w/ Mica M-NP 17

Used 40

31.5 J-22 28 40 Gray Silty CLAY M-PL 27 52

33.0 J-23 29 32 Gray Silty SAND w/ Pockets of Gray Silty CLAY M-LPL 18 38 End of Boring 33.45m

34.5 Notes: (1) Safety Hammer Used (2) Drilled through 51mm of Asphalt & 127mm of concrete before taking J-1 (3) Hard Drilling, wore out core barrel bit. (4) Lost water at 6.9m and 22.2m (5) Piezometer installed to 18.0m (6) Water Level: (a) 9.44m @ 7AM on 3/31/09; (b) 9.5m on 4/7/09; (c) 9.5m on 4/14/09; (d) 9.5m on 6/15/09; (e) 9.4m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-6



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 ---- See Note 2

16 25 J-1 5 10 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 15 27 9

1.5 Drilled Ahead J-2 3 8 Brown Silty SAND w/ Mica and Pockets of Brown Sandy SILT M-NP 18 of 9 Casing




7.5 Mud J-6 7 10 Brown Silty Fine SAND w/ Mica M-NP 25 Used 11


10.5 See Note 3

12.0 J-8 33 23 Brown Silty SAND, Gravelly M-NP 9 14


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-7



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-10 23 26 Brown Sandy GRAVEL, Silty M-NP 9

Used 27


18.0 J-12 8 16 Dark Brown Silty SAND w/ Mica M-NP 19 21



22.5 J-15 10 11 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 15 14


25.5 J-17 25 29 Dark Brown Silty SAND w/ Gravel Pieces M-NP 13 38


28.5 J-19 28 39 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 16 41 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-7



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 76mm of Asphalt and 355mm of Concrete before taking sample J-1 (3) (a) Drilled from 10.3m to 12.0m, BOULDER (1.7m); (b) Possible Cobbles at 24.0m (4) Drilling mud used, Groundwater not determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-7



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 7 8 Black and Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 15 of 13 Casing

1.5 J-2 4 9 Brown Silty Fine SAND w/ Mica and Pockets of Brown Sandy SILT M-NP 19 12


4.5 J-4 3 5 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Brown M-NP 26 10 Sandy SILT


7.5 Mud J-6 10 11 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Brown M-NP 25 Used 14 Sandy SILT


10.5 See Note 3 J-8 11 29 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 20

12.0 45 J-9 12 26 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 17 36


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-8



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 19 28 Red Brown Silty SAND w/ Gravel Pieces and Mica M-NP 16

Used 33





22.5 J-16A 15 22 Brown Silty SAND w/ Mica M-NP 24 J-16B 31 Brown, Red Brown and Gray Clayey SILT w/ Mica M-LPL 25





30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-8



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 100mm of Pavement and 100mm of Concrete before taking sample J-1 (3) Possible Boulders at 10.3m – 11.55m (4) Drilling mud used; Groundwater not Determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-8



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead of J-1 6 6 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 21 Casing 10


3.0 J-3 7 10 Brown Silty Fine SAND w/ Gravel Pieces and Mica M-NP 21 10





10.5 J-8 12 17 Red Brown Silty SAND w/ Gravel Pieces and Mica M-NP 16 20

12.0 J-9 20 19 Brown and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 18 18


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR See Note 5 estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-9



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Drilled J-11 12 17 Brown and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 24

Ahead 22 of Casing



19.5 See Note 4 J-14 5 10 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 20 21


22.5 Mud J-16 28 33 1st Attempt: No Recovery Used 36 2nd Attempt: Gray Sandy GRAVEL w/ Mica M-NP 5

24.0 See Note 4 J-17 14 36 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 18 34


27.0 J-19 55 51 Gray Sandy GRAVEL, Silty w/ Mica M-NP 8 30

28.5 J-20 26 36 Brown Sandy GRAVEL, Silty w/ Mica M-NP 13 26 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR See Note 5 estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-9



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer (2) Drilled through 150mm of Asphalt and 450mm of Road Base before taking sample J-1 (3) Possible Cobbles at 11.3m – 11.9m (4) Borehole collapsed at: (a) 19.0m; (b) 23.5m (5) Drillers: (a) Terry Hebert: 0.0m – 7.5m; (b) Doug Wood: 7.5m – 16.5m; (c) Dave Carter:16.5m–28.95m; (d) James Philbin: Piezometer installation (6) Piezometer installed to 7.62m (7) Well Reading: (a) 0.48m on 6/22/09; (b) 0.85m on 7/1/09; (c) 0.52m on 7/7/09; (d) 0.49m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR See Note 5 estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-9



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 10 9 Gray Silty SAND w/ Mica, Wood and Asphalt Pieces (Petroleum Odor) M-NP 76 of 13 Casing



4.5 Mud J-4 11 17 Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 15 Used 14







15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-10



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 26 30 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Brown M-LPL 12

Used 38 Silty CLAY







25.5 J-18 65 56 Brown Silty SAND, Gravelly w/ Mica M-NP 9 61

27.0 J-19 60/0.0 ---- No Recovery ---- ---- ---- See Note 3

28.5 J-20 31 48 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 14 47 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-10



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 600mm of Concrete and Road Base before taking sample J-1 (3) Possible Boulders/Cobbles at: (a) 14.5m – 14.8m; (b) 27.0m – 28.15m (4) Drilling mud used; Groundwater not Determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-10



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Hand J-1 See Note 2 Dark Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 18

Augured

1.5 Spin Casing J-2 4 17 1st Attempt: No Recovery 26 2nd Attempt: Brown Silty SAND, Gravelly w/ Mica M-NP 16

3.0 J-3 43 100/.050 Gray Silty GRAVEL, Sandy M-NP 6 ----






12.0 Revert J-9 7 9 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 22 Used 14


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P.Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-11



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 10 18 Brown Silty SAND w/ Mica M-NP 22

Used 23


18.0 J-13 55 100/.025 Brown Sandy SILT, Gravelly M-NP 8 ---- B-1 Run #B-1: Drilled from 18.2m to 19.0m, 3 pieces, Rec. 450mm, BOULDERS

19.5 J-14 48 100/.075 Gray Silty GRAVEL, Sandy M-NP 7 ---- B-2 Run #B-2: Drilled from 19.0m to 20.0m, 7 pieces, Rec. 380mm, BOULDERS +

21.0 COBBLES J-15 41 46 Gray Silty SAND, Gravelly M-NP 14 43

22.5 J-16 18 24 Gray Silty Fine SAND w/ Gravel Pieces M-NP 20 16

24.0 J-17A 11 17 Brown Sandy SILT M-NP 20 J-17B 27 Gray Silty SAND w/ Gravel Pieces and Pockets of Brown Sandy SILT M-NP 21

25.5 J-18 33 28 Brown Silty GRAVEL, Sandy M-NP 10 16



30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P.Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-11



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-21 23 33 Brown Silty SAND w/ Gravel Pieces and Pockets of Brown Sandy SILT M-NP 12

Used 42

31.5 J-22 27 40 Gray Silty SAND w/ Gravel Pieces M-NP 15 43 End of Boring 31.95m Notes: (1) Automatic Hammer Used (2) Hand Augured down to 1.21m because of utilities in the area. Sample J-1 was a hand augured sample. No blow counts available. (3) Possible Boulders/Cobbles at: (a) 3.2m – 3.35m; (b) 17.4m; (c) 28.5m; (d) 30.0m (4) Piezometer installed to 13.7m (5) Readings: (a) 4.5m on 05/01/09; (b) 3.8m on 05/04/09; (c) 3.6m on 05/11/09; (d) 3.6m on 05/18/09; (e) 3.6m on 6/11/09; (f) 3.6m on 6/15/09; (g) 3.6m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P.Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-11


DATE START 04/23/09 DATE FINISH 04/28/09 CASING O.D. 106 mm I.D. 100 mm WEIGHT OF HAMMER-CASING 63.5 kg HAMMER FALL-CASING 762 mm SAMPLER O.D. 50.8 mm I.D. 34.9 mm WEIGHT OF HAMMER-SAMPLER 63.5 kg HAMMER FALL-SAMPLER 762 mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 6 10 Dark Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 21

Ahead 13 Of Casing

1.5 J-2 14 9 Brown Sandy SILT w/ Gravel Pieces M-NP 13 5



6.0 Revert J-5 29 59 Brown Sandy GRAVEL, Silty M-NP 13 Used 72



10.5 50/0 See Note 3



15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-12



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-10 53 67 Brown Sandy GRAVEL M-NP 8

Used 40

16.5 J-11 49 30 Brown Sandy GRAVEL M-NP 10 23



21.0 J-14 23 24 No Recovery ---- ---- 22




27.0 J-18 16 20 Light Brown Silty SAND w/ Gravel Pieces and Mica M-NP 17 17


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-12



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-20 14 18 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 17

Used 20


33.0 J-22 18 27 Gray Silty CLAY, Sandy M-PL 24 33

34.5 J-23 10 15 Dark Gray Silty CLAY, Sandy M-PL 26 23

36.0 J-24 13 25 Brown and Gray Fine Sandy SILT M-NP 24 25

37.5 J-25 12 16 Dark Gray Sandy SILT, Clayey M-LPL 24 20

39.0 J-26 9 12 Brown Silty CLAY / Clayey SILT M-PL 27 16


42.0 J-28 16 19 Brown Silty CLAY / Clayey SILT M-PL 25 27 End of Boring 42.45m

43.5

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-12



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Geo-textile fabric used for tree vegetation protection (15.8m²) (3) Possible Boulders/Cobbles at (a) 10.5m – 11.25m; (b) 11.3m – 11.75m; (c) 13.2m; (d) 15.9m – 16.8m; (e) 17.45m – 17.75m (5) Piezometer installed to 13.72m (6) Readings: (a) 6.0m on 4/29/09; (b) 6.0m on 5/12/09; (c) 6.0m on 5/18/09 (d) 6.0m on 6/12/09; (e) 6.0m on 6/15/09; (f) 6.0m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 4 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-12

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-X-13 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61145.8545, (E) 314623.0736 SURF. ELEV. 9.272 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 4 12 Dark Brown Sandy SILT w/ Root Fibers M-NP 34

Ahead 15 of Casing

1.5 J-2 5 17 Brown Sandy GRAVEL w/ Mica M-NP 12 15



6.0 J-5 10 22 Gray Sandy SILT w/ Gravel Pieces, Root Fibers and Wood Pieces M-NP 20 20

7.5 Mud 17 15 1st Attempt: No Recovery Used J-6A 7 2nd Attempt: Light Brown, Brown, and Gray Sandy SILT, Clayey M-LPL 22 J-6B Light Brown, Brown, Gray, Black Silty SAND M-NP 23

9.0 J-7 5 10 Brown and Gray Sandy SILT, Clayey M-LPL 29 13

10.5 J-8 44 100/.300 Brown Sandy GRAVEL, Silty M-NP 9 ----



15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-13

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-X-13 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61145.8545, (E) 314623.0736 SURF. ELEV. 9.272 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 8 11 Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 13

Used 11


18.0 J-13 18 22 1st Attempt: No Recovery 22 2nd Attempt: Brown Silty SAND w/ Gravel Pieces and Mica M-NP 18



22.5 J-16 15 17 Brown Silty SAND w/ Mica M-NP 29 18 End of Boring 22.95m

24.0 Notes: (1) Automatic Hammer Used (2) Possible Boulder/Cobbles at 10.8m (3) Drilling mud used, Groundwater not determined (4) Geo-fabric, wood chips, and ground mats used for tree protection (33m²)

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-13



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin J-1 2 5 Dark Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 12

Casing 100/.076

1.5 B-1 Run #B-1: Drilled from 1.2m to 1.5m, BOULDER J-2 5 2 Dark Gray Silty SAND, Gravelly M-NP 10 3

3.0 J-3 12 13 Brown Sandy GRAVEL w/ Pieces of Asphalt M-NP 8 20

4.5 J-4 6 14 1st Attempt: No Recovery 11 2nd Attempt: Brown Sandy GRAVEL, Silty M-NP 2







15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-14



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 13 16 Brown Silty Fine SAND w/ Mica M-NP 15

Used 16

16.5 J-12 16 21 1st Attempt: No Recovery 17 2nd Attempt: Brown Silty Fine SAND w/ Mica M-NP 20



21.0 J-15 14 22 Brown Silty Fine SAND w/ Mica M-NP 24 25 End of Boring 21.45m Notes: (1) Automatic Hammer Used (2) Groundwater at 2.9m as per temporary environmental well (3) Lost water at (a) 3.9m; (b) 5.4m

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-14



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin See Note 2

Casing J-1 9 35 Black and Gray Silty SAND w/ Mica and Pieces of Gravel, Asphalt M-NP 11 50 and Metal (Possible Fill)

1.5 J-2 4 4 Black Sandy GRAVEL, Silty w/ Pieces of Asphalt, Concrete and M-NP 14 6 Wood (Possible Fill)

3.0 J-3 14 7 Wood w/ Gravel Pieces M-NP 106 8

4.5 J-4 5 4 Black and Gray Sandy SILT w/ Gravel Pieces and Wood M-NP 42 4

6.0 J-5 8 4 Brown Silty SAND w/ Mica, Gravel Pieces and Wood Fibers M-NP 18 7

7.5 J-6 4 7 Light Gray Sandy SILT Clayey w/ Gravel Pieces M-LPL 14 16

9.0 B-1 Run #B-1: Drilled from 9.0m to 9.75m, BOULDER/COBBLES J-7 33 100/.076 Brown Sandy GRAVEL, Silty M-NP 8 ----

10.5 J-8 11 18 27 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 18

12.0 J-9 12 22 Red and Gray Clayey SILT w/ Gravel Pieces M-LPL 21 34


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-15



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Spin J-11 15 21 Gray Silty SAND Gravelly M-NP 14

Casing 19

16.5 J-12 22 49 Gray Silty SAND Gravelly w/ Shells M-NP 10 52

18.0 J-13 20 23 Gray Sandy GRAVEL w/ Shells M-NP 9 22

19.5 Revert J-14 26 32 Gray Sandy GRAVEL w/ Mica M-NP 8 Used 61 B-2 Run #B-2: Drilled from 20.4m to 21.0m, BOULDER/COBBLES

21.0 J-15 36 55 Gray Silty SAND Gravelly w/ Mica M-NP 10 81

22.5 J-16 34 51 1st Attempt: No Recovery 49 2nd Attempt: Gray Silty SAND Gravelly w/ Shells M-NP 19




28.5

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-15



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Safety Hammer Used (2) Drilled through 127mm of Asphalt before taking sample J-1 (3) Lost water at 5.7m, 8.7m, and 13.2m (4) Piezometer installed to 15.0m (5) Readings: (a) 3.4m on 4/14/09; (b) 3.6m on 4/21/09; (c) 3.6m on 4/29/09 (d) 3.6m on 6/15/09; 3.5m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-15



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 16 10 Dark Gray and Brown Silty SAND, Gravelly M-NP 9 12

1.5 J-2 15 18 Gray Silty SAND, Gravelly w/ Asphalt M-NP 11 20



6.0 J-5 4 5 Black and Brown Silty SAND M-NP 22 5


9.0 J-7 36 23 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 13 20 B-1 Run #B-1: Drilled from 9.7m to 10.0m, BOULDER

10.5 J-8 13 16 Brown Sandy SILT w/ Mica M-NP 23 20

12.0 Mud J-9 11 13 Gray and Red Brown Clayey SILT w/ Mica M-LPL 20 Used 17





DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 16 21 Gray Sandy SILT w/ Gravel Pieces M-NP 12

Used 20

16.5 J-12 17 35 Gray Sandy SILT, Gravelly M-NP 8 23

18.0 J-13 18 23 Dark Gray Silty SAND, Gravelly w/ Mica M-NP 11 16







28.5 J-20 23 40 Brown Silty SAND M-NP 21 40 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct Data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-16



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 100mm of Asphalt, 300mm of Fill, and another 100mm of Asphalt before taking J-1 (3) Possible Boulders/Cobbles at (a) 4.5m; (b) 16.0m; (c) 23.5m (4) Drilling mud used, Groundwater not determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-16



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin See Note 2

Casing


3.0 J-2 21 41 Gray Gravelly SAND, Silty M-NP 12 100/.127 B-1 Run #B-1: Drilled from 3.6m to 4.5m, BOULDER

4.5 J-3 4 5 Black Sandy PEAT w/ Gravel Pieces M-NP 125 8

6.0 J-4 4 7 1st Attempt: No Recovery 16 2nd Attempt: Brown Sandy SILT w/ Gravel Pieces and Wood Pieces M-NP 16 B-2 Run #B-2: Drilled from 7.0m to 7.5m, BOULDER


9.0 J-6 22 29 Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 12 37

10.5 J-7 15 18 Light Brown Gravelly SAND, Silty M-NP 10 18

12.0 J-8 13 14 Gray Gravelly SAND, Silty w/ Mica M-NP 9 25


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-17



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Spin J-10 13 26 Gray Gravelly SAND, Silty w/ Mica M-NP 11

Casing 34


18.0 J-12 12 33 1st Attempt: No recovery 33 2nd Attempt: Brown Sandy GRAVEL, Silty M-NP 5

19.5 Mud J-13 62 29 Gray Sandy SILT w/ Gravel Pieces M-NP 12 Used 45

21.0 J-14 71 34 Red Brown Gravelly SAND, Silty M-NP 10 24


24.0 J-16 67 100 No Recovery. See Note 3 ---- ----



28.5 J-19 32 64 Brown Silty SAND M-NP 22 62 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-17



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Safety Hammer Used (2) Cored 50.8mm of Asphalt & 406.4mm of concrete before taking J-1. Concrete core fell in hole. Drove casing down 1.5m to retrieve core. (3) Possible Boulders/Cobbles at (a) 3.35m; (b) 24.3m – possibly pushed Cobble (4) Drilling mud used, Groundwater not determined (5) Drilled thru the edge of a 0.3m metal pipe, causing pipe to leak. Pipe was hit at depth 2.4m. MTA Force Main later repaired

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-17



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 5 7 Brown Silty SAND, Gravelly w/ Asphalt M-NP 9 7

1.5 J-2 2 2 Brown and Gray Sandy SILT w/ Gravel Pieces and Asphalt M-NP 13 2


4.5 J-4 3 7 Brown and Dark Gray Sandy SILT w/ Gravel Pieces and Root Fibers M-NP 15 6


7.5 J-6 8 11 Brown and Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 15 14


10.5 J-8 30 38 Brown Sandy SILT, Gravelly w/ Mica M-NP 9 44



15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney/Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-18



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 5 5 Brown Sandy SILT w/ Gravel Pieces M-NP 12

Used 4

16.5 J-12 16 100/.050 Brown Silty Fine SAND w/ Gravel Pieces and Mica M-NP 16 ----



21.0 J-15 20 17 Brown and Black Silty SAND w/ Gravel Pieces, Mica and Pockets of M-NP 16 25 Brown Sandy SILT

22.5 J-16A 15 22 Brown Sandy SILT, Clayey w/ Mica M-LPL 27 J-16B 32 Gray Silty Fine SAND w/ Mica M-NP 23

24.0 J-17 25 41 Brown Sandy SILT, Clayey w/ Gravel Pieces and Mica M-LPL 19 66



28.5 J-20 28 21 Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 12 20 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney/Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-18



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 76.2mm of Asphalt and 76.2mm of Concrete before taking sample J-1 (3) Possible Boulder/Cobbles at: (a) 18.0m; (b) 22.5m (4) Grouted hole upon completion (5) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney/Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-18



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 3 J-1 1 9 Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 13

16 19 28 42

1.5 Drilled Ahead J-2 10 4 1st Attempt: No Recovery of 3 2nd Attempt: Gray Sandy GRAVEL, Silty w/ Pieces of Concrete M-NP 8 Casing

3.0 J-3 2 2 Brown Silty Fine SAND w/ Gravel Pieces W-NP 19 2

4.5 J-4 5 8 Red Brown Silty Fine SAND, Gravelly M-NP 15 55

6.0 J-5 19 19 Brown Sandy GRAVEL M-NP 7 42




12.0 Mud J-9 15 13 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 10 Used 13


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-19



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 22 25 Gray Silty SAND, Gravelly w/ Mica M-NP 11

Used 20










30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-19



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 23 35 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 19

Used 43 End of Boring 30.45m

31.5 Notes: (1) Automatic Hammer Used (2) Possible Boulder/Cobbles at 6.0m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-19



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 13 12 Brown Silty SAND, Gravelly M-NP 5 12

1.5 J-2 6 9 Gray Sandy SILT, Gravelly M-NP 12 25

3.0 Mud J-3 4 10 Brown and Gray Sandy SILT, Clayey w/ Gravel Pieces and Mica M-LPL 13 Used 10

4.5 J-4 13 15 1st Attempt: No Recovery 16 2nd Attempt: Gray Sandy GRAVEL, Silty M-NP 6

6.0 J-5 30 36 Dark Brown Silty SAND w/ Gravel Pieces M-NP 8 100/.127

7.5 J-6 18 16 1st Attempt: No Recovery 14 2nd Attempt: Brown Silty SAND w/ Gravel Pieces M-NP 14


10.5 J-8 3 4 No Recovery. Two Attempts. ---- ---- 6

12.0 J-9 9 8 Black and Gray Silty PEAT w/ Gravel Pieces and Pockets of M-NP 85 7 Gray Sandy SILT See Note 6


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-20



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 13 21 Brown Silty SAND w/ Mica M-NP 25

Used 21 See Note 1


18.0 J-13 13 23 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Gray M-LPL 15 32 Clayey SILT

19.5 J-14 20 36 Gray Sandy SILT, Gravelly w/ Mica M-NP 10 29

21.0 J-15 38 100/.127 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 10 ---- End of Boring 21.6m

22.5 Notes: (1) Safety Hammer used for samples J-1 thru J-11. Automatic Hammer used for samples J-12 thru J-15. (2) Drilled through 101.6mm of Asphalt before taking sample J-1 (3) Lost water at 17.4m (4) Grouted hole upon completion (5) Drilling mud used, Groundwater not determined (6) Attempted Undisturbed Sample at 13.1m to 13.5m - No Recovery

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-20



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 10 12 Brown and Gray Silty SAND w/ Gravel Pieces, Mica and Pockets of M-NP 10 of 12 Gray Sandy SILT Casing



4.5 J-4 2 3 Black and Brown PEAT M-NP 458 4

6.0 J-5 WH WH Gray Silty Organic CLAY w/ Root Fibers M-PL 84 WH

7.5 J-6 7 5 Gray Organic SILT, Clayey w/ Gravel Pieces and Mica M-LPL 60 8




13.5 Mud J-10 55 24 Brown Sandy GRAVEL M-NP 6 Used 20

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi / Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-21



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 13







25.5 Notes: (1) Automatic Hammer Used (2) Drilled through 450mm of Asphalt and Base before taking sample J-1 (3) Drilling mud used, Groundwater not determined (4) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi / Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-21



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 ---- See Note 2

14 J-1 11 15 Brown Silty SAND, Gravelly w/ Mica M-NP 9 27 12 29

1.5 42 Drilled J-2 17 19 Brown and Gray Silty SAND w/ Mica M-NP 18 Ahead 15


4.5 J-4 WH WH Black Silty PEAT w/ Gravel Pieces M-NP 162 1 T-5 Brown and Black PEAT M-FM-NP 336 Density 1090 Kg/m³

6.0 J-6 2 2 Dark Gray and Gray Organic SILT w/ Wood Pieces M-NP 111 2

7.5 J-7 WH WH Dark Gray and Gray Organic SILT w/ Wood Pieces M-NP 80 WH T-8 Dark Gray Organic CLAY w/ Layers of Black PEAT M-FM-PL 74 Density 1550 Kg/m³

9.0 J-9 5 10 Brown, Gray and Black Silty SAND w/ Gravel Pieces and Mica M-NP 18 32

10.5 J-10 6 6 Brown and Gray Sandy SILT, Gravelly w/ Mica M-NP 8 11



15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-22



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 12



19.5 J-16 10 18 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Brown M-NP 16 21 Sandy SILT End of Boring 19.95m

21.0 Notes: (1) Automatic Hammer Used (2) Drilled 76mm of Asphalt before taking sample J-1 (3) Drilling mud used, Groundwater not determined (4) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-22



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 16 12 Brown and Gray Silty SAND w/ Gravel Pieces M-NP 14 12

1.5 J-2 13 15 Brown and Gray Sandy SILT, Gravelly M-NP 14 21

3.0 J-3 17 20 Brown and Gray Sandy SILT w/ Gravel Pieces W-NP 16 14

4.5 Revert J-4 2 2 Dark Gray Organic SILT w/ Layers of Black Silty PEAT M-NP 113 Used 4

6.0 J-5 6 4 Gray and Brown Silty Fine SAND, Clayey w/ Mica M-LPL 28 2


9.0 J-7 7 10 Gray and Brown Silty SAND w/ Gravel Pieces and Mica M-NP 24 12




15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-23



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 17




21.0 Notes: (1) Automatic Hammer Used (2) Drilled through 300mm of Asphalt and Base before taking sample J-1 (3) Piezometer installed to 15.24m (4) Readings: (a) 0.0m on 7/1/09; (b) 0.0m on 7/7/09; (c) 0.0m on 7/14/09; (Note: Water pressure forces well water above ground level)

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-23



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 4 6 Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 10

Ahead 7 of Casing





7.5 J-6 8 11 Brown Silty SAND w/ Gravel Pieces and Pockets of Brown Sandy SILT M-NP 14 11

9.0 Mud 4 3 1st Attempt: No Recovery Used J-7A 1 2nd Attempt: Dark Gray Silty SAND w/ Gravel Pieces, Mica M-NP 16 J-7B Dark Gray Sandy SILT w/ Gravel Pieces, Mica M-NP 21

10.5 J-8 16 87 Brown Sandy GRAVEL, Silty M-NP 13 50/.025

12.0 J-9 29 50/.075 Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 19 ----

13.5 J-10 22 24 No Recovery ---- ---- 23

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Ramp to W/B Union Tpke data samples may not be indicative of the actual material encountered. B.I.N. 1-07609-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-24



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 19








27.0 J-19A 10 9 Light Brown, Brown and Gray Clayey SILT / Silty CLAY, Sandy M-PL 33 J-19B 8 Dark Gray Silty CLAY M-PL 31

28.5 J-20 14 19 Light Brown Silty SAND w/ Pockets of Gray Clayey SILT M-LPL 23 23




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 10 7 Gray Silty CLAY M-PL 33

Used 13

31.5 J-22 13 19 Gray Silty SAND w/ Pockets of Dark Gray Clayey SILT M-LPL 20 28

33.0 J-23 8 11 Dark Gray Silty CLAY M-PL 34 11

34.5 J-24 17 18 Dark Gray Clayey SILT, Sandy M-LPL 22 20

36.0 J-25 20 27 Light Gray Silty SAND M-NP 22 29

37.5 J-26 20 24 Light Gray Silty SAND M-NP 20 25



42.0 J-29 13 19 Brown Clayey SILT M-LPL 22 21 End of Boring 42.45m

43.5 Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 10.8m – 11.9m; (b) 12.2m – 12.7m (3) Drilling mud used, Groundwater Not Determined




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Casing See Note 2

to 5.18m J-1 10 10 Brown Sandy GRAVEL, Silty M-NP 10 10

1.5 J-2 17 17 Gray and Black Sandy SILT, Gravelly M-NP 12 12

3.0 J-3 15 11 Brown and Gray Sandy SILT, Gravelly w/ Mica M-NP 12 10

4.5 J-4 19 27 Brown Sandy SILT, Gravelly M-NP 10 Mud 27 Used

6.0 J-5 16 15 Brown and Gray Sandy SILT w/ Gravel Pieces M-NP 13 13



10.5 J-8 13 13 No Recovery ---- ---- 10


13.5 J-10 31 35 Brown Silty SAND, Gravelly w/ Mica and Pockets of Brown Sandy SILT M-NP 10 17

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-25



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 24 23 Brown Sandy GRAVEL, Silty w/ Mica M-NP 8

Used 31



19.5 J-14 13 9 Brown Silty SAND, Clayey w/ Gravel Pieces and Mica M-LPL 24 14


22.5 J-16 20 22 Brown Silty Fine SAND w/ Mica M-NP 26 29 End of Boring 22.95m

24.0 Notes: (1) Automatic Hammer Used (2) Drilled through 150mm of Asphalt before taking sample J-1 (3) Drilling mud used, Groundwater not determined (4) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-25



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 8 8 Brown Silty SAND, Gravelly M-NP 10 of 4 Casing

1.5 J-2 47 43 Brown Sandy SILT w/ Gravel Pieces and Glass M-NP 8 40



6.0 J-5 6 8 Brown and Dark Gray Sandy SILT w/ Gravel Pieces M-NP 14 7

7.5 J-6 5 13 Dark Brown and Black Sandy SILT w/ Gravel Pieces and Root Fibers M-NP 22 7



12.0 J-9 12 15 Brown Sandy SILT, Gravelly M-NP 11 24


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-26



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Drilled J-11 19 20 Brown Silty SAND w/ Gravel Pieces M-NP 13

Ahead 16

16.5 See Note 3 Mud J-12 22 36 Brown Sandy GRAVEL, Silty M-NP 6 Used 26


19.5 J-14 24 47 Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 11 36 End of Boring 19.95m

21.0 Notes: (1) Automatic Hammer Used (2) Drilled through 100mm of Asphalt and 50mm of Concrete before taking sample J-1 (3) Hole collapsed repeatedly, so 16.7m of 106mm casing was installed (4) Possible Cobbles at 18.0m (5) Drilling Mud used, Groundwater not determined (6) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-26



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead of J-1 11 10 Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 10 Casing 9

1.5 J-2 8 7 Brown Sandy SILT w/ Gravel Pieces and Glass M-NP 14 11


4.5 J-4 10 8 Brown and Gray Sandy SILT, Clayey w/ Gravel Pieces M-LPL 12 9

6.0 Mud J-5 12 12 Brown and Black Sandy SILT, Gravelly w/ Root Fibers M-NP 10 Used 14




12.0 J-9 11 11 Brown Sandy SILT, Clayey w/ Gravel Pieces and Mica M-LPL 16 16


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-27



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 12 50/.025 Black, Brown and Red Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 12

Used ----



19.5 J-14 24 24 Gray Sandy GRAVEL, Silty w/ Mica M-NP 7 24 End of Boring 19.95m

21.0 Notes: (1) Automatic Hammer Used (2) Drilled through 127mm of Asphalt and 473mm of Roadway Base before taking sample J-1 (3) Possible Boulders at: (a) 15.175m – 15.775m; (b) 17.0m – 17.45m (4) Drilling mud used, Groundwater not determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME data samples may not be indicative of the actual material encountered. B.I.N. SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-X-27



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin J-1 26 29 Dark Brown Silty SAND w/ Gravel Pieces M-NP 11

Casing 20

1.5 J-2 4 3 No Recovery: Two Attempts ---- ---- 2

3.0 J-3 10 16 Dark Brown Clayey SILT w/ Gravel Pieces M-LPL 14 22

4.5 J-4 100/.122 ---- Gray Silty SAND, Gravelly M-NP 11 B-1 ---- Run #B-1: Drilled from 4.7m to 5.4m, BOULDER

6.0 Mud J-5 16 21 Brown Sandy GRAVEL, Silty M-NP 9 Used 23


9.0 J-7 22 37 Dark Brown and Black Silty SAND w/ Gravel Pieces M-NP 20 100/.101 B-2 Run #B-2: Drilled from 9.6m to 10.6m, BOULDER


12.0 J-9 18 26 Brown and Red Brown Silty SAND w/ Gravel Pieces M-NP 18 27


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-28



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 14 15 Brown Silty SAND w/ Gravel Pieces M-NP 17

Used 12

16.5 J-12 10 10 Brown Silty SAND w/ Gravel Pieces and Pockets of Brown Clayey SILT M-LPL 15 16


19.5 J-14 55 64 No Recovery ---- ---- 37



24.0 J-17 49 67 No Recovery : Two attempts ---- ---- 51




30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-28



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45



31.5 Notes: (1) Safety Hammer Used (2) Possible Boulders/Cobbles at (a) 2.9m; (b) 19.95m; (c) 24.0m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-28



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Casing J-1 8 11 Black Silty SAND w/ Gravel Pieces and Cinders M-NP 18 38

1.5 J-2 14 17 Dark Brown Silty SAND, Gravelly M-NP 9 14

3.0 J-3 8 27 Dark Brown Silty SAND, Gravelly M-NP 12 30

4.5 Mud J-4 5 9 Brown Silty SAND w/ Gravel Pieces and Pockets of Dark Gray M-NP 24 Used 9 Sandy SILT







15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-29



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 17 20 Brown Silty SAND, Gravelly M-NP 11

Used 19







25.5 J-18 21 28 Light Brown Silty SAND M-NP 18 32






DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 27



34.5 J-24 14 24 Brown Silty Fine SAND w/ Pockets of Brown Silty CLAY M-LPL 23 25






43.5 J-30 11 13 Brown Clayey SILT M-LPL 24 14 See Note 6




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 45.0 Mud J-31 7 12 Brown Clayey SILT M-LPL 26

Used 16



49.5 J-34 13 26 Brown Clayey SILT M-LPL 23 38 End of Boring 49.95m

51.0 Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at (a) 7.5m; (b) 18.0m (3) Drilling mud used, Groundwater not determined (4) Grouted hole upon completion (5) Drilled through 150mm of Asphalt before taking sample J-1 (6) Attempted tube at 44.8m; only 50mm of penetration with no recovery. Sample was too stiff to penetrate

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 4 OF 4 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-29



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 11 12 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 8

Ahead 11 Spin

1.5 Casing J-2 9 7 Brown Silty SAND w/ Gravel Pieces and Pockets of Brown Sandy SILT M-NP 16 3



6.0 Revert J-5 41 60 Brown Sandy GRAVEL, Silty M-NP 11 Used 45




12.0 J-9 22 39 Light Brown and Gray Silty SAND w/ Gravel Pieces M-NP 12 42


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-30



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 14 66 Brown Silty SAND, Gravelly M-NP 16

Used 91




21.0 J-15 13 12 19 Brown Silty SAND w/ Mica M-NP 19




27.0 J-19 24 27 Light Brown and Gray Silty SAND w/ Gravel Pieces M-NP 22 31


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-30



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 42 End of Boring 30.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 3.5m; (b) 15.5m – 16.1m (3) Piezometer installed to 15.24m (4) Readings: (a) 6.8m on 05/11/09; (b) 6.8m on 05/18/09; (c) 6.8m on 6/12/09; (d) 6.8m on 6/15/09; 6.9m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-30



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 5 6 Brown Silty SAND w/ Gravel Pieces M-NP 10 Spin 8

1.5 Casing J-2 9 50/.100 Brown Silty SAND w/ Gravel Pieces M-NP 15 ----



6.0 Revert J-5 20 100/.13 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 12 Used ----

7.5 J-6 Refusal No Recovery ---- ----





15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert & Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-31



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 20 24 Brown Silty SAND w/ Gravel Pieces M-NP 18

Used 25






24.0 J-17 30 35 Light Brown Silty SAND w/ Mica M-NP 22 35




30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert & Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-31



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled thru 75mm of Asphalt and 450mm of Concrete before taking sample J-1 (3) Possible Boulders at (a) 1.75m – 2.2m; (b) 4.0m – 4.3m; (c) 6.28m – 6.43m; (d) 7.5m – 8.1m; (e) 13.4m – 14.0m (4) Piezometer installed to 18.3m (5) Readings: (a) 6.5m on 4/13/09; (b) 6.5m on 4/15/09; (c) 6.5m on 4/21/09; (d) 6.5m on 4/29/09; (e) 6.5m on 6/12/09; (f) 6.5m on 6/15/09 (g) 6.4m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert & Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-31

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DN-B-32 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61152.5806, (E) 314739.693 SURF. ELEV. 12.789 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 13 15 Brown and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 12 of 10 Casing







10.5 End of Boring 10.5m Notes: (1) Automatic Hammer Used

12.0 (2) Drilled through 300mm of Asphalt and Road Base (3) Roller-bit lost in hole. Could not retrieve roller-bit. (4) Hole abandoned. Moved 4.0m Northwest and started DM-B-32a

13.5

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 1 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DN-B-32

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-32a COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61151.5154, (E) 314735.9328 SURF. ELEV. 12.681 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled DM-B-32a is a continuation of Hole DN-B-32, drilled to 10.5 m without sampling.

Ahead See Log DN-B-32 for samples from 0.0m to 10.5m. Casing

1.5 Used to 12.8m

3.0

4.5

6.0

7.5

9.0

10.5 J-1 WH 2 Light Brown and Light Gray Silty CLAY / Clayey SILT w/ Gravel Pieces M-PL 27 3

12.0 J-2 2 6 Light Brown and Light Gray Silty CLAY / Clayey SILT w/ Gravel Pieces M-PL 31 10 Mud

13.5 Used J-3 6 9 Brown and Black Silty SAND M-NP 24 12

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert/ Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-32a

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-32a COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61151.5154, (E) 314735.9328 SURF. ELEV. 12.681 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-4 11 15 Red Brown Silty SAND w/ Pockets of Gray Sandy SILT M-NP 22

Used 15

16.5 J-5 10 10 Brown and Gray Silty CLAY, Sandy w/ Gravel Pieces and Mica M-PL 22 10

18.0 J-6 9 13 Gray Silty CLAY, Sandy M-PL 26 17

19.5 J-7A 5 6 Brown and Gray Sandy SILT, Gravelly w/ Mica M-NP 17 J-7B 8 Brown Sandy SILT w/ Gravel Pieces M-NP 27

21.0 J-8 6 9 Brown Silty CLAY/Clayey SILT M-PL 28 17

22.5 J-9 7 15 Brown and Gray Clayey SILT M-LPL 18 18


25.5 J-11 13 14 Brown and Gray Silty CLAY, Sandy M-PL 27 20

27.0 J-12A 12 17 Gray Silty CLAY, Sandy M-PL 24 J-12B 17 Red Brown Sandy SILT w/ Mica M-NP 24

28.5 J-13 10 10 No Recovery ---- ---- 9


SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-32a COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure and Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61151.5154, (E) 314735.9328 SURF. ELEV. 12.681 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-14 8 12 Brown Silty CLAY M-PL 29

Used 14


33.0 J-16 24 31 Brown Fine Sandy SILT w/ Mica M-NP 26 37


36.0 J-18 17 17 Brown Fine Sandy SILT M-NP 25 21




42.0 J-22 24 31 Brown Fine Sandy SILT M-NP 26 34 End of Boring 42.45m

43.5 Notes: (1) Automatic Hammer Used (2) Drilling mud used. Groundwater not determined (3) Grouted hole upon completion (4) DM-B-32a was drilled 4.0m Northwest of DN-B-32




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 10 7 Gray and Black Silty SAND w/ Gravel Pieces, Mica and Root Fibers M-NP 18

Ahead 12

1.5 Spin J-2 3 4 Gray and Black Silty SAND w/ Gravel Pieces M-NP 14 Casing 10

3.0 J-3 9 8 No Recovery ---- ---- 6

4.5 J-4 6 12 1st Attempt: No Recovery 28 2nd Attempt: Brown Silty SAND, Gravelly w/ Pockets of Brown M-NP 13 Sandy SILT


7.5 Revert J-6 7 9 Brown Silty SAND w/ Mica M-NP 22 Used 8


10.5 See Note 2



15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-33



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 22





22.5 J-15 34 59 Brown Sandy GRAVEL, Silty M-NP 6 32 See Note 3








DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45



31.5 Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 9.6m – 11.7m (3) During sample J-15: (a) Spoon was bent taking sample; (b) Losing drill mud; (c) Gravel found in wash

33.0 (4) Drilling mud used. Groundwater not determined

34.5

36.0

37.5

39.0

40.5

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-33



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin J-1 7 9 Black and Brown Silty SAND w/ Mica and Pieces of Gravel, M-NP 26

Casing 11 Wood and Root Fibers


3.0 J-3 2 2 Brown Silty SAND w/ Pockets of Brown Sandy CLAY, Silty M-LPL 16 3

4.5 J-4 6 3 Brown Silty SAND w/ Gravel Pieces and Mica and Pockets of M-NP 10 4 Gray Sandy SILT




10.5 10.7m J-8 11 12 Brown Sandy SILT w/ Mica M-NP 21 Mud 15 Used


13.5 J-10 39 48 Gray and Brown Sandy GRAVEL, Silty M-NP 8 42




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 22


18.0 See Note 2 J-13 34 32 No Recovery ---- ---- 39



22.5 J-16 20 26 Gray Silty SAND w/ Gravel Pieces and Pockets of Gray Silty CLAY M-LPL 20 27

24.0 J-17 15 25 Gray Silty SAND w/ Gravel Pieces and Pockets of Gray Silty CLAY M-LPL 21 27


27.0 J-19 10 15 Brown Silty CLAY w/ Layers of Brown Clayey SILT M-PL 24 28

28.5 J-20A 17 23 Brown Silty CLAY/Clayey SILT M-PL 20 J-20B 24 Brown and Gray Silty SAND w/ Mica and Pockets of Brown Silty CLAY M-LPL 16




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 22


33.0 J-23 27 32 Brown Silty SAND w/ Mica M-NP 18 35 End of Boring 33.45m Notes: (1) Automatic Hammer used (2) Possible cobbles/boulders at (a) 14.5m – 14.8m; (b) 18.0m– 18.9m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-34



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 6 6 Dark Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 22

Ahead 13




6.0 J-5 6 6 Brown Silty SAND w/ Mica and Pockets of Brown Sandy SILT M-NP 24 8


9.0 Revert J-7 8 10 Brown Silty SAND w/ Mica M-NP 22 Used 13




15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-35



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 8 10 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Gray M-NP 19

Used 10 Sandy SILT


18.0 J-13 10 14 Gray Silty SAND w/ Mica M-NP 19 16


21.0 J-15 80 61 Dark Gray Sandy GRAVEL, Silty (See Note 2) M-NP 10 46

22.5 J-16 34 25 One Gray Piece of GRAVEL M-NP 1 32 J-17 24 32 Gray Silty SAND w/ Mica M-NP 16 37




28.5 J-21 41 60 Light Brown and Gray Silty SAND w/ Mica M-NP 17 56

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-35



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-22 38 61 Light Brown and Gray Silty SAND w/ Mica M-NP 20

Used 65 End of Boring 30.45m Notes: (1) Automatic Hammer Used (2) Recovered piecies of BOULDER with J-15. Possible Boulder/Cobbles at: (a) 21.45m – 22.5m; (3) Piezometer installed to 12.2m (4) Readings: (a) 8.1m on 4/21/09; (b) 8.0m on 4/24/09; (c) 8.1m on 4/29/09 (d) 8.0m on 5/11/09; (e) 8.0m on 5/18/09; (f) 8.0m on 6/12/09; (g) 8.0m on 6/15/09; 8.0m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-35



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 5 6 Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 35

Casing 8

1.5 J-2 30 18 Brown Sandy GRAVEL, Silty w/ Mica M-NP 8 8



6.0 Mud J-5 18 16 Brown Silty SAND, Gravelly M-NP 15 Used 13






15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mailine Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-36



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 20










30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mailine Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-36



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 26 32 Brown Sandy SILT w/ Mica M-NP 18

Used 42

31.5 J-22 25 36 Brown Sandy SILT w/ Mica M-NP 19 49

33.0 J-23 25 32 Brown Sandy SILT w/ Mica M-NP 20 40 End of Boring 33.45m

34.5 Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 18.7m – 19.1m; (b) 32.25m – 32.5m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mailine Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-36


DATE START 4/17/09 DATE FINISH 4/23/09 CASING O.D. 139.7mm I.D. 127mm WEIGHT OF HAMMER-CASING 63.5kg HAMMER FALL-CASING 762mm SAMPLER O.D. 50.8mm I.D. 34.9mm WEIGHT OF HAMMER-SAMPLER 63.5kg HAMMER FALL-SAMPLER 762mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 5 5 Brown Sandy SILT, Gravelly w/ Mica M-NP 9

Ahead 7

1.5 J-2 33 18 Light Brown Sandy SILT, Gravelly M-NP 14 12

3.0 J-3 2 2 Light Brown Sandy SILT w/ Gravel Pieces M-NP 19 3

4.5 J-4 10 12 Light Brown Silty SAND w/ Gravel Pieces and Mica M-NP 11 14

6.0 Mud J-5 7 9 Light Brown Silty SAND w/ Mica M-NP 21 Used 10





13.5 J-10 36 100/.05 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets M-NP 13 ---- of Brown Sandy SILT

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-37



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 18 21 Brown Silty SAND, Gravelly w/ Pockets of Brown Sandy SILT M-NP 11

Used 23

16.5 J-12 15 25 Brown and Gray Silty Fine SAND w/ Gravel Pieces and Mica M-NP 17 29


19.5 J-14 22 30 Light Brown Silty SAND w/ Gravel Pieces M-NP 14 31


22.5 J-16 18 100/.075 Gray Silty SAND w/ Gravel Pieces M-NP 16 ----

24.0 J-17 18 30 Gray Sandy SILT w/ Pockets of Dark Gray Sandy SILT M-NP 16 29

25.5 J-18 21 29 Light Brown Silty SAND w/ Gravel Pieces and Pockets M-LPL 16 31 of Gray Clayey SILT

27.0 J-19 17 26 Light Brown Silty SAND w/ Pockets of Light Gray Sandy SILT M-NP 19 35

28.5 J-20 20 29 Light Brown Silty SAND w/ Pockets of Gray Clayey SILT M-LPL 21 29

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-37



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 18 27 Light Brown Silty SAND w/ Gravel Pieces and Pockets M-NP 20

Used 30 of Brown Sandy SILT


33.0 J-23 33 47 Gray Silty SAND w/ Pockets of Dark Gray Sandy SILT M-NP 18 54 End of Boring 33.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 13.7m – 14.0m; (b) 16.5m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-37



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


12 14 17 20

1.5 29 17 J-2 10 18 Brown Silty SAND, Gravelly M-NP 12 32 12 34 37

3.0 41 16 J-3 6 5 Brown Silty SAND, Gravelly M-NP 10 21 6 26 27

4.5 33 19 J-4 3 5 Brown Sandy SILT w/ Gravel Pieces M-NP 19 20 7 24 31

6.0 38 Drilled J-5 5 8 Brown Sandy SILT w/ Gravel Pieces M-NP 15 0.1m 11 Casing


9.0 J-7 13 11 Brown and Dark Brown Silty SAND w/ Gravel Pieces and Mica M-NP 14 10

10.5 J-8 8 12 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets M-NP 14 24 of Brown Sandy SILT

12.0 J-9 8 7 Brown and Gray Silty SAND w/ Gravel Pieces M-NP 13 5


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-38



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 J-11 25 23 Gray Silty SAND, Gravelly M-NP 11

26


18.0 J-13 21 100 Gray Sandy GRAVEL, Silty M-NP 9 ---- See Note 3

19.5 Drilled J-14 24 25 Gray Sandy GRAVEL, Silty M-NP 9 Ahead 30 See Note 3



24.0 Mud J-17 19 21 Gray Silty SAND w/ Gravel Pieces M-NP 15 Used 20




30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-38



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 20 14 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 17

Used 13






39.0 J-27 25 43 Brown Silty SAND w/ Gravel Pieces M-NP 19 47 End of Boring 39.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 5.5m – 5.8m; (b) 6.7m – 7.1m; (c) 11.3m – 11.5m; (d) 14.0m – 14.4m; (e) 16.2m – 16.55m; (f) 17.7m – 18.0m; (g) 20.0m – 20.5m; (h) 27.5m – 28.0m; (i) 32.7m – 33.0m (3) Driller had trouble keeping hole open at 18.6m, so 0.1m casing was drilled down to 19.5m, also, lost drilling fluid at 18.6m. Used 4.5m of 139.7mm casing and 24.3m of 106mm casing. (4) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-38



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 3 J-1 1 2 Black and Brown Sandy SILT w/ Root Fibers M-NP 34

6 5 14 20

1.5 26 12 J-2 7 6 Brown Silty SAND, Gravelly w/ Mica M-NP 10 17 6 19 30

3.0 33 16 J-3 5 5 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 11 17 6 22 23

4.5 27 14 J-4 1 2 Brown and Gray Sandy SILT w/ Gravel Pieces M-NP 17 19 2 19 31

6.0 37 Drilled J-5 28 24 Brown Silty SAND w/ Gravel Pieces M-NP 10 Ahead 23 of Casing

7.5 J-6 13 14 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Brown M-LPL 15 28 Clayey SILT

9.0 Mud J-7 12 15 Brown Silty SAND w/ Gravel Pieces M-NP 15 Used 17

10.5 J-8 15 44 Brown and Gray Silty SAND, Gravelly M-NP 12 35


13.5 J-10 11 12 Gray and Brown Sandy SILT w/ Gravel Pieces M-NP 14 14

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-39



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 23 25 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 12

Used 16



19.5 J-14 25 11 Dark Gray Silty SAND / Sandy SILT w/ Gravel Pieces M-NP 12 12

21.0 J-15 17 14 Dark Gray Silty SAND / Sandy SILT w/ Gravel Pieces M-NP 11 100/.100





28.5 J-20 27 38 Brown Silty SAND w/ Mica M-NP 18 43 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-39



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Possible Boulders at: 21.4m – 22.0m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-39



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


12 6 18 23

1.5 28 16 J-2 3 3 Brown and Gray Sandy SILT, Clayey w/ Root Fibers M-LPL 21 17 3 30 31

3.0 35 27 J-3 12 18 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 14 36 14 38 44

4.5 49 Mud J-4 4 4 Brown Silty SAND w/ Gravel Pieces and Mica M-NP 32 Used 5







15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-40



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 10 13 Brown and Black Silty SAND w/ Mica M-NP 23

Used 17

16.5 J-12 13 16 Dark Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 18 18




22.5 J-16 33 38 Gray and Light Brown Silty GRAVEL, Sandy M-NP 8 45



27.0 J-19 36 56 Gray Silty Fine SAND w/ Mica M-NP 18 60 End of Boring 27.45m

28.5 Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 24.0m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gadddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. G. Greinke same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-40



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 2 2 Dark Brown Silty SAND w/ Root Fibers M-NP 25

Ahead 2 of Casing

1.5 J-2 9 15 Brown Silty SAND w/ Gravel Pieces, Mica and Root Fibers M-NP 12 18



6.0 J-5 14 14 Brown Silty SAND w/ Gravel Pieces and Mica (See Note 5) M-NP 21 11




12.0 NW J-9 15 14 Dark Brown Silty SAND, Gravelly M-NP 13 Casing 13 to 27m


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-41



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 NW J-11 33 26 Brown Silty SAND, Gravelly M-NP 10

Casing 18 to 27m


18.0 J-13 100/0 ---- No Recovery ---- ---- B-1 ---- Run #B-1: Drilled from 18.0m to 18.5m, Rec. 200mm, BOULDER B-2 Run #B-2: Drilled from 18.5m to 19.5m, BOULDER/COBBLES






27.0 Mud J-19 4 9 Brown Silty CLAY / Clayey SILT M-PL 25 Used 10


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-41



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-21 9 9 Brown Silty CLAY / Clayey SILT M-PL 24

Used 13



34.5 J-24A 14 48 Brown Clayey SILT M-LPL 22 J-24B 61 Brown Silty SAND w/ Gravel Pieces M-NP 14




40.5 J-28 12 19 Brown Clayey SILT / Silty CLAY M-PL 22 24

42.0 J-29 10 19 Brown Clayey SILT / Silty CLAY M-PL 22 25 End of Boring 42.45m Notes:

43.5 (1) Automatic Hammer Used (2) Piezometer installed to 15.24m (3) Readings: (a) 4.04m on 05/08/09; (b) 4.26m on 05/11/09; (c) 4.26m on 05/18/09; (d) 4.26m on 6/15/09; (e) 4.33m on 7/14/09 (4) Very Poor Recovery of Material for J-5 (47 grams) without re-sampling

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-41



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin J-1 3 3 Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 13

Casing 4

1.5 B-1 Run #B-1: Drilled from 1.2m to 1.5m, BOULDER + COBBLE J-2 4 9 Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 16 15

3.0 J-3 3 4 1st Attempt: No Recovery 4 2nd Attempt: Brown Gravelly SILT, Sandy M-NP 19




9.0 B-2 Run #B-2: Drilled from 8.8m to 9.0m, COBBLE J-7 43 57 Brown Silty SAND, Gravelly w/ Mica M-NP 8 60

10.5 B-3 Run #B-3: Drilled from 10.3m to 10.5m, COBBLE J-8 12 13 Brown and Gray Gravelly SILT, Sandy M-NP 12 14

12.0 J-9 27 21 Gray Gravelly SILT, Sandy M-NP 12 21 B-4 Run #B-4: Drilled from 13.1m to 13.5m, BOULDER + COBBLES

13.5 J-10 13 20 Gray Gravelly SILT, Sandy M-NP 10 27 B-5 Run #B-5: Drilled from 14.3m to 14.6m, COBBLE

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-42



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Spin J-11 25 21 1st Attempt: No Recovery

Casing 17 2nd Attempt: Gray Gravelly SILT, Sandy M-NP 11

16.5 J-12 8 8 Gray Gravelly SILT, Sandy M-NP 12 8


19.5 J-14 46 23 Gray Gravelly SILT, Sandy M-NP 9 24 B-6 Run #B-6: Drilled from 20.6m to 21.2m, COBBLES


22.5 Revert J-16 68 100 No Recovery ---- ---- Used B-7 ---- Run #B-7: Drilled from 23.3m to 24.0m, BOULDER + COBBLES

24.0 B-8 Run #B-8: Drilled from 24.0m to 25.0m, BOULDER + COBBLES J-17 39 51 Gray Silty SAND w/ Mica M-NP 17 64



28.5 J-20 28 42 Gray Silty SAND w/ Gravel Pieces M-NP 14 42 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-42



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Lost water at: (a) 1.95m; (b) 7.95m; (c) 9.45m; (d) 14.6m; (e) 15.45m; (f) 21.45m; (g) 25.05m (3) Piezometer installed to 13.95m (4) Readings: (a) 7.0m on 5/12/09; (b) 7.8m on 5/13/09; (c) 7.7m on 5/18/09 (d) 7.7m on 6/10/09; (e) 7.8m on 6/15/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-42



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin J-1 7 7 Brown Silty SAND w/ Gravel Pieces, Mica and Root Fibers M-NP 15

Casing 6




6.0 J-5 7 7 Brown and Gray Clayey SILT w/ Gravel Pieces and Asphalt M-LPL 17 9

7.5 B-1 Run #B-1: Drilled from 7.3m to 7.5m, COBBLES J-6 4 5 Light Brown and Gray Clayey SILT w/ Mica M-LPL 20 6





15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Rudy Rios / D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-43



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Spin J-11 17 22 Brown Silty SAND w/ Mica M-NP 15

Casing 26

16.5 Mud J-12 18 23 Black and Dark Brown Silty SAND w/ Gravel Pieces and Mica M-NP 12 Used 25


19.5 J-14 100/.076 ---- Brown Silty SAND w/ Gravel Pieces M-NP 12 ---- B-2 Run #B-2: Drilled from 20.7m to 21.9m, Rec. 350mm, BOULDER + COBBLE







30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Rudy Rios / D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-43



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 14 24 Gray Silty SAND w/ Mica M-NP 17

Used 24



34.5 J-24 30 41 Gray and Black Silty Fine SAND w/ Mica M-NP 24 44 End of Boring 34.95m

36.0 Notes: (1) Automatic Hammer Used (2) Drilling mud used, Groundwater not determined (3) Lost water at: (a) 2.6m; (b) 4.1m; (c) 5.6m

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Rudy Rios / D. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-43

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DN-B-44 COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure & Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61025.485, (E) 314722.48 SURF. ELEV. 7.416 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 See Note 2 Dark Brown Silty SAND w/ Mica and Root Fibers M-NP 17

Ahead

1.5 Spin J-2 12 22 Brown Sandy GRAVEL, Silty M-NP 7 Casing 16

3.0 J-3 7 10 Brown Sandy GRAVEL, Silty M-NP 6 21 Hole Abandoned 3.6m

4.5 Notes: (1) Automatic Hammer Used (2) Sample J-1 was hand augured due to utilities in the area. Blow counts are not available. Numerous cobbles + boulders encountered while

6.0 hand digging. (3) Driller unable to advance boring, hole abandoned and moved 4.5m south. New hole designated DM-B-44a.

7.5

9.0

10.5

12.0

13.5

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul + P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 1 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DN-B-44

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-44a COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure & Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61021.742, (E) 314773.028 SURF. ELEV. 7.946 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spin DM-B-44a is a continuation of Hole DN-B-44. Drilled to 4.5 m without sampling.

Casing See Log DN-B-44 for samples from 0m to 4.5m.

1.5

3.0 B-1 Run #B-1: Drilled from 3.0m to 3.7m, BOULDER + COBBLES




9.0 J-4 17 21 Gray Silty SAND, Gravelly w/ Mica M-NP 11 18

10.5 J-5 23 21 Gray Silty GRAVEL, Sandy M-NP 7 23 B-2 Run #B-2: Drilled from 11.6m to 12.0m, BOULDER + COBBLE



15.0 B-3 Run #B-3: Drilled from 14.9m to 15.0m, COBBLE The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-44a

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-44a COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure & Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 61021.742, (E) 314773.028 SURF. ELEV. 7.946 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-8 14 23 Dark Gray Silty SAND, Gravelly w/ Mica M-NP 10

Used 20







25.5 J-15 19 36 Brown and Black Silty SAND w/ Mica M-NP 20 45

27.0 J-16 24 50 Brown Silty SAND w/ Gravel Pieces M-NP 11 57 End of Boring 27.45m

28.5 Notes: (1) Automatic Hammer Used (2) Drilling mud used, Groundwater not determined (3) Lost water at: (a) 1.5m; (b) 3.9m

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul & P. Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-44a



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 1 1 Black and Brown Silty SAND w/ Root Fibers and Gravel Pieces M-NP 31

Ahead 3 Spin

1.5 Casing J-2 11 9 Brown Silty SAND w/ Gravel Pieces, Asphalt and Mica M-NP 12 7



6.0 Revert J-5 18 13 Brown Silty SAND, Gravelly M-NP 16 Used 10

7.5 J-6 4 5 Light Brown and Gray Sandy SILT, Clayey w/ Mica M-LPL 21 6

9.0 J-7 11 10 Light Brown and Gray Sandy SILT, Clayey w/ Gravel Pieces M-LPL 15 14

10.5 J-8 8 10 Gray Silty SAND w/ Mica and Pockets of Brown Silty CLAY M-LPL 23 11


13.5 J-10 7 9 No Recovery ---- ---- 12

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert/ L. Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. R. Dietz same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-45



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 12 7 Gray Sandy GRAVEL, Silty M-NP 10

Used 23


18.0 J-13 20 36 Gray Sandy GRAVEL, Silty M-NP 9 26 End of Boring 18.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 6.6m – 7.2m; (b) 11.3m – 11.9m; (c) 15.5m – 17.0m (3) Lost core barrel in borehole. Multiple attempts to retrieve core barrel failed. (4) Hole abandoned and moved 0.9m west. New hole named DM-B-45a. (5) Open well not installed. See Boring DM-B-45a for water levels

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert/ L. Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. R. Dietz same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 2 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-45



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill DM-B-45a is a continuation of Hole DM-B-45, drilled to 19.5 m without sampling.

Ahead See Log DM-B-45 for samples J-1 to J-13. Drilled

1.5 Casing

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert/ L. Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/R. Dietz same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-45a



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Drill DM-B-45a is a continuation of Hole DM-B-45, drilled to 19.5 m without sampling.

Ahead See Log DM-B-45 for samples J-1 to J-13. Drilled

16.5 Casing

18.0 Mud Used



22.5 J-16 29 37 Gray and Brown Silty SAND w/ Gravel Pieces M-NP 16 37

24.0 J-17 7 22 Gray Sandy SILT M-NP 30 33




30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert/ L. Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/R. Dietz same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-45a

SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-45a COUNTY Queens SUBSURFACE EXPLORATION LOG LINE PIN X735.75 STA. PROJECT Kew Garden Interchange Infrastructure & Operational Improvements, Cntr-2 OFFSET ACTUAL COORDINATES (N) 60987.5172, (E) 314753.7865 SURF. ELEV. 12.756 DATUM V: NAVD88 H: NYSPCS-NAD83-96 DEPTH TO WATER See Notes Below


DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 30 40 Gray and Brown Silty SAND w/ Gravel Pieces M-NP 15

Used 44

31.5 J-22 22 27 Gray Silty Fine SAND w/ Gravel Pieces and Mica M-NP 20 29


34.5 Notes: (1) Automatic Hammer Used (2) DM-B-45a was drilled 0.9m west of DM-B-45 (3) Piezometer Installed to 12.2m (4) Readings: (a) 7.7m on 4/14/09; (b) 7.7m on 4/21/09; (c) 7.8m on 4/29/09 (d) 7.8m on 6/12/09; (e) 7.8m on 6/15/09; (f) 7.6m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert/ L. Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/R. Dietz same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-45a



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 4 8 Dark Brown Silty SAND w/ Gravel Pieces M-NP 12

Ahead 12

1.5 Spin J-2 4 4 Light Brown Silty SAND w/ Gravel Pieces M-NP 14 Casing 13

3.0 J-3 24 46 Dark Gray Sandy GRAVEL, Silty M-NP 3 27

4.5 J-4 21 21 Light Brown Sandy GRAVEL, Silty M-NP 7 52

6.0 J-5 18 22 Light Brown Sandy GRAVEL, Silty M-NP 9 24

7.5 J-6 24 17 No Recovery ---- ---- 15

9.0 J-7 14 9 Red Brown Silty SAND w/ Gravel Pieces M-NP 14 50/.075

10.5 Mud J-8 12 26 Brown and Gray Silty SAND w/ Gravel Pieces M-NP 11 Used 12



15.0 B-1 Run #B-1: Drilled from 14.0m to 14.75m, BOULDER + COBBLES The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / G.Stringer estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-46



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 28

16.5 J-12 32 40 Light Gray Silty SAND, Gravelly M-NP 9 28



21.0 J-15 13 17 No Recovery ---- ---- 18

22.5 J-16 20 23 Gray and Brown Silty SAND w/ Gravel Pieces M-NP 16 25





30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / G.Stringer estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-46



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 34 36 Brown Silty SAND M-NP 18

Used 50 End of Boring 30.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 3.45m – 4.5m; (b) 5.0m – 6.0m; (c) 6.6m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / G.Stringer estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-46



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 1 2 Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 18

Ahead 3 of Casing

1.5 J-2 11 16 Red and Brown Silty SAND w/ Gravel Pieces and Mica M-NP 21 27






10.5 Mud J-8 14 25 Dark Brown Silty SAND, Gravelly w/ Mica M-NP 12 Used 37

12.0 J-9 9 9 Dark Brown Silty SAND, Gravelly w/ Mica M-NP 14 15


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR James Philbin estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-47



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud See Note 2

Used









28.5 J-19 25 32 Red Brown Silty SAND w/ Mica M-NP 19 41

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR James Philbin estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-47



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45



31.5 Notes: (1) Automatic Hammer Used (2) Possible Boulder at 14.47m – 16.15m (3) Drilling mud used, Groundwater not Determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR James Philbin estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-47



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 6 9 Black and Brown Silty SAND, Gravelly M-NP 14

Ahead 12



4.5 J-4 3 3 Brown Silty SAND w/ Gravel Pieces and Wood Pieces M-NP 29 11


7.5 Revert J-6 7 12 Gray Silty SAND, Gravelly M-NP 10 Used 15


10.5 J-8 16 100/.050 Gray Silty SAND, Gravelly M-NP 10 ---- B-1 Run #B-1: Drilled from 10.9m to 11.1m, Rec. 177mm, BOULDER

12.0 J-9 17 25 Gray Silty SAND, Gravelly M-NP 8 22 B-2 Run #B-2: Drilled from 13.1m to 13.5m, Rec. 381mm, BOULDER

13.5 J-10 53 100/.050 Gray Silty SAND, Gravelly M-NP 11 ---- B-3 Run #B-3: Drilled from 13.7m to 14.2m, Rec. 500mm, BOULDERS

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-48



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 18 21 Gray Sandy GRAVEL, Silty M-NP 7

Used 100/.025

16.5 J-12 27 28 Gray and Brown Silty SAND, Gravelly M-NP 10 30


19.5 J-14 26 38 Black and Gray Silty SAND w/ Gravel Pieces M-NP 18 42

21.0 J-15 27 34 Black and Gray Silty SAND w/ Gravel Pieces M-NP 19 46





28.5 J-20 13 24 Gray and Brown Silty SAND M-NP 23 23

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-48



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-21 16 20 Brown Silty SAND M-NP 19

Used 22

31.5 J-22 20 28 Red Brown and Gray Silty SAND w/ Gravel Pieces M-NP 18 30



36.0 J-25 55 61 Gray Silty SAND, Gravelly M-NP 9 100/.050 End of Boring 36.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at (a) 3.5m – 4.5m; (b) 6.0m; (c) 9.8m – 10.1m; (d) 16.5m (3) Piezometer installed to 15.2m (4) Readings: (a) 5.79m on 3/30/09; (b) 7.62m on 3/31/09; (c) 6.7m on 4/7/09; (d) 6.9m on 6/12/09; (e) 6.9m on 6/15/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-48



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 6 13 Black and Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of M-NP 14 of 16 Brown Sandy SILT Casing

1.5 J-2 7 10 Brown and Red Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 13 15



6.0 J-5 12 15 Dark Gray Sandy SILT, Gravelly M-NP 9 17

7.5 Mud J-6 10 16 Dark Gray Sandy SILT, Gravelly M-NP 9 Used 15

9.0 J-7 27 19 Dark Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 12 23




15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/W. Guo/J. Curely Same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-49



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 24 24 Black and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 11

Used 20

16.5 J-12 22 100 Gray Sandy GRAVEL, Silty M-NP 9 ----

18.0 See Note 3 J-13 20 23 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 20 21

19.5 J-14 29 45 Black and Gray Silty SAND w/ Mica M-NP 22 49

21.0 J-15A 19 25 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 21 J-15B 35 Black PEAT M-NP 60






30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/W. Guo/J. Curely same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-49



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 75mm of Asphalt and 75mm of Concrete before taking Sample J-1 (3) Possible Boulders at: (a) 15.7m – 16.0m, (b) 16.8m – 18.45m (4) Drilling mud used; Groundwater not Determined (5) Grouted hole upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/W. Guo/J. Curely same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Greg Marney fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-49



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 3 13 Dark Brown and Black Silty SAND w/ Root Fibers and Gravel Pieces M-NP 20

Ahead 14 Spin

1.5 Casing J-2 5 7 Light Brown and Red Brown Silty Fine SAND M-NP 20 10



6.0 J-5 12 12 1st Attempt: No Recovery 13 2nd Attempt: Brown and Gray Silty SAND w/ Gravel Pieces M-NP 10

7.5 J-6 19 17 1st Attempt: No Recovery 20 2nd Attempt: One Piece of Gravel ---- ----

9.0 J-7 12 17 1st Attempt: No Recovery 27 2nd Attempt: Dark Gray Silty SAND w/ Gravel Pieces M-NP 10

10.5 J-8 50/.076 ---- Black and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 11 ----

12.0 J-9 14 12 Brown and Gray Silty SAND w/ Root Fibers and Gravel Pieces M-NP 10 24

13.5 Mud J-10 20 14 Dark Brown and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 10 Used 15




DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 17

16.5 J-12 18 19 Gray Gravelly SAND, Silty M-NP 8 45

18.0 J-13 100/.150 ---- Gray Sandy GRAVEL, Silty M-NP 8 ----

19.5 J-14 100/.050 ---- No Recovery ---- ---- ----



24.0 J-17 9 18 Brown and Red Brown Silty SAND M-NP 20 30

25.5 J-18 80 82 Brown and Red Brown Silty SAND, Gravelly M-NP 8 55

27.0 J-19 27 36 Brown and Red Brown Silty SAND M-NP 18 36





DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Mud J-21 39 42 Brown and Gray Silty SAND w/ Gravel Pieces M-NP 13

Used 55 End of Boring 30.45m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 2.3m – 2.75m; (b) 8.5m; (c) 10.576m – 11.2m; (d) 17.0m – 18.0m; (e) 18.15m – 18.90m; (f) 19.55m – 20.3m; (g) 20.375m – 20.675m; (h) 25.0m – 25.3m (3) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Herbert / G.Stringer estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-50



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Ahead J-1 14 19 Brown Silty SAND w/ Gravel Pieces, Mica and Pockets of Brown M-LPL 14 of 24 Clayey SILT Casing

1.5 J-2 20 30 Red Brown and Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 14 27


4.5 J-4 24 15 Gray and Brown Silty SAND w/ Gravel Pieces and Mica M-NP 13 13

6.0 Mud J-5 31 35 No Recovery ---- ---- Used 30




12.0 J-9A 9 9 Gray and Brown Sandy SILT w/ Gravel Pieces and Mica M-NP 16 J-9B 10 Gray Sandy SILT w/ Gravel Pieces M-NP 12


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-51



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 11 44 Gray Sandy SILT w/ Gravel Pieces M-NP 13

Used 16


18.0 See Note 3 J-13 18 33 Brown Silty Fine SAND w/ Mica M-NP 25 37

19.5 J-14 50 44 Gray Sandy GRAVEL M-NP 5 42

21.0 J-15 21 23 Gray and Black Silty SAND w/ Gravel Pieces and Mica M-NP 20 29




27.0 J-19 36 50/.050 Gray Silty Fine SAND w/ Gravel Pieces and Mica M-NP 19 ----

28.5 J-20 55 59 Gray Silty Fine SAND w/ Gravel Pieces and Mica M-NP 25 59 End of Boring 28.95m

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-51



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Drilled through 228mm of Asphalt and Base before taking sample J-1 (3) Possible Boulders at: (a) 6.55m – 6.85m, (b) 17.7m – 18.6m (4) Drilling mud used; Groundwater not determined (5) Borehole grouted upon completion

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-51


DATE START 4/14/09 DATE FINISH 4/16/09 CASING O.D. 114mm I.D. 101.6mm WEIGHT OF HAMMER-CASING 136kg HAMMER FALL-CASING 450mm SAMPLER O.D. 50mm I.D. 35mm WEIGHT OF HAMMER-SAMPLER 63.5kg HAMMER FALL-SAMPLER 762mm

DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 See Note 2 Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 10

Ahead

1.5 Spin J-2 4 10 Brown Sandy GRAVEL, Silty M-NP 9 Casing 100/.102 B-1 Run #B-1: Drilled from 2.0m to 3.0m, BOULDER + COBBLES +

3.0 Reinforced Concrete J-3 6 7 Brown Silty SAND, Gravelly M-NP 11 27




9.0 Revert J-7 6 12 Red Brown Silty SAND w/ Gravel Pieces M-NP 14 Used 10


12.0 J-9 11 11 1st Attempt: No Recovery 11 2nd Attempt: Brown Sandy GRAVEL, Silty M-NP 6


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul / P Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-52



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Revert J-11 9 12 Brown and Gray Silty SAND w/ Gravel Pieces and Mica M-NP 13

Used 17

16.5 J-12 5 6 Red and Brown SAND w/ Gravel Pieces and Mica M-NP 15 11


19.5 J-14 16 16 No Recovery ---- ---- 17


22.5 J-16 57 100/.076 Brown Silty SAND, Gravelly M-NP 11 ----





30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul / P Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-52



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 30.0 Revert J-21 32 47 Gray Silty SAND w/ Gravel Pieces and Mica M-NP 15


31.5 Notes: (1) Automatic Hammer Used (2) Sample J-1 was hand dug due to fear of hitting utilities. No blow counts. (3) Possible Boulders/Cobbles at 22.56m (4) Lost water at 19.2m, 21.0m & 23.4m (5) Piezometer installed to 18.0m (6) Readings: (a) 4.8m on 4/17/09; (b) 5.2m on 4/20/09; (c) 5.3m on 4/21/09 (d) 9.0m on 6/15/09; (e) 9.1m on 7/1/09; (f) 9.3m on 7/7/09; (g) 9.4m on 7/14/09

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul / P Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-52



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drill J-1 See Note 2 Dark Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 14

Ahead Spin

1.5 Casing J-2 16 14 Brown Sandy SILT w/ Gravel Pieces M-NP 9 16 B-1 Run #B-1: Drilled from 2.1m to 2.4m, COBBLE





9.0 J-7 11 22 1st Attempt: No Recovery 24 2nd Attempt: Brown Silty SAND w/ Gravel Pieces M-NP 15

10.5 J-8 9 11 1st Attempt: No Recovery ---- ---- 12 2nd Attempt: No Recovery

12.0 J-9 11 15 Red Brown Sandy SILT w/ Gravel Pieces M-NP 13 20


15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul / P Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-53



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Spin J-11 13 100/.101 Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 12

Casing B-2 ---- Run #B-2: Drilled from 15.3m to 15.6m, Rec. 300mm, COBBLE

16.5 Mud J-12 14 15 Gray Sandy GRAVEL, Silty w/ Mica and Root Fibers M-NP 8 Used 17

18.0 J-13 7 13 Dark Gray Sandy SILT, Gravelly M-NP 10 14

19.5 J-14 100/.140 ---- Brown Sandy GRAVEL, Silty M-NP 8 ----

21.0 J-15 33 43 Brown and Light Brown Silty SAND w/ Mica M-NP 18 63

22.5 J-16 30 45 Brown and Light Brown Silty SAND w/ Mica M-NP 21 50

24.0 J-17 30 39 Black and Gray Silty Fine SAND w/ Mica M-NP 21 47

25.5 J-18 32 75 Black and Gray Silty Fine SAND w/ Mica M-NP 20 98

27.0 J-19 32 47 Black and Gray Silty SAND w/ Mica M-NP 22 47


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul / P Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-53



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45



31.5 Notes: (1) Automatic Hammer Used (2) Sample J-1 was hand dug due to fear of hitting utilities. No blow counts. (3) Possible Boulders/Cobbles at 20.1m (4) Drilling mud used, Groundwater not determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR D. Gopaul / P Gopaul estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Robert Sidorski fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling &Testing, Inc. HOLE DM-B-53



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 5 8 Dark Brown Sandy SILT w/ Gravel Pieces and Metal M-NP 17

Ahead 10 of Casing



4.5 J-4 13 100 Brown Sandy GRAVEL, Silty M-NP 10 ----



9.0 Mud J-7 50/0.0 ---- No Recovery. Refusal ---- ---- Used ----



13.5 J-10 47 82 Brown Silty SAND, Gravelly w/ Mica and Pockets of Gray Sandy SILT M-NP 9 38

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Phil Calise fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-54



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 50/0.0 ---- No Recovery ---- ----

Used ----





22.5 J-16 21 34 Brown and Black Silty SAND w/ Gravel Pieces and Mica M-NP 13 42





30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Phil Calise fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-54



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Possible Boulder/Cobbles at: (a) 4.8m – 5.4m; (b) 17.1m – 17.4m (3) Drilling mud used; Groundwater Not Determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Phil Calise fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME N/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-C SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-54



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Spun J-1 2 12 Dark Brown and Black Silty SAND w/ Mica, Gravel Pieces and Glass M-NP 11

Casing 4






9.0 Mud J-7 23 100/0.100 Gray Sandy SILT w/ Gravel Pieces and Mica M-NP 10 Used ----




15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney / P. Calise fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-55



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 20 26 Red Brown Silty SAND w/ Mica M-NP 22

Used 27






24.0 J-17 24 56 Brown Silty Fine SAND w/ Gravel Pieces, Mica and Pockets of Brown M-NP 18 65 Sandy SILT


27.0 J-19 25 47 Brown Silty SAND w/ Mica and Pockets of Black and Gray Sandy SILT M-NP 18 57


30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney / P. Calise fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-55



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 Notes: (1) Automatic Hammer Used (2) Possible Boulder/Cobbles at: (a) 6.0m; (b) 8.5m; (c) 17.0m – 18.0m (3) Drilling mud used; Groundwater not Determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR P. Gaddis estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR G. Marney / P. Calise fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME S/B VWE Mainline Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-0 SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-55



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 3 3 Dark Brown Sandy SILT w/ Gravel Pieces and Root Fibers M-NP 19

Ahead 5 of Casing





7.5 Mud J-6 23 17 Brown Sandy GRAVEL, Silty M-NP 9 Used 24



12.0 J-9 77 91 Brown and Gray Sandy SILT, Gravelly w/ Marl M-NP 9 50/0.025

13.5 J-10 60/0.0 ---- No Recovery ---- ---- ---- See Note 2

15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-56



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 19 13 1st Attempt: No Recovery

Used 15 2nd Attempt: Brown Silty Fine SAND w/ Gravel Pieces and Mica M-NP 17

16.5 J-12 22 20 1st Attempt: No Recovery 21 2nd Attempt: Brown Silty Fine SAND w/ Gravel Pieces and Mica M-NP 18







27.0 J-19 24 13 No Recovery ---- ---- 13

28.5 J-20A 10 9 1st Attempt: Brown Silty SAND w/ Gravel Pieces and Mica M-NP 17 J-20B 10 2nd Attempt: Brown Silty SAND, Gravelly w/ Mica M-NP 13

30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-56



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45


Used 61

31.5 End of Boring 31.5m Notes: (1) Automatic Hammer Used (2) Possible Boulders/Cobbles at: (a) 5.0m – 5.25m; (b) 8.1m – 8.7m; (c) 12.325m – 13.5m; (d) 13.5m – 14.4m (3) Roller Bit broke off in hole at 31.5m. Roller bit could not be retrieved. Borehole could not be advanced further (4) Drilling mud used; Groundwater not Determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR Terry Hebert / Lionel Edwards estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich/A. Saakyan/Wayne Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-56



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 0.0 Drilled J-1 3 4 Dark Brown Silty SAND w/ Gravel Pieces and Root Fibers M-NP 13

Ahead 11 of Casing

1.5 J-2 20 21 Brown Sandy GRAVEL, Silty w/ Marl M-NP 7 25

3.0 J-3 8 7 Brown Sandy GRAVEL, Silty w/ Marl M-NP 11 7

4.5 J-4 25 45 Black Silty SAND, Gravelly M-NP 10 50/0.05

6.0 J-5A 11 4 Brown Silty SAND w/ Gravel Pieces, Mica and Root Fibers M-NP 20 J-5B 3 Brown, Gray and Black Sandy SILT w/ Gravel Pieces and Root Fibers M-NP 20


9.0 Mud J-7 14 20 No Recovery ---- ---- Used 19




15.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR James Philbin estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Krueis fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 1 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-57



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45

.45 / .60 15.0 Mud J-11 16 27 Red Brown Silty SAND M-NP 17

Used 32


18.0 B-1 Run #B-1: Drilled from 17.85m to 18.10m, BOULDER J-13 16 28 Brown Sandy SILT, Gravelly w/ Mica M-NP 10 37








30.0 The subsurface information shown here was obtained for design and DRILL RIG OPERATOR James Philbin estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 2 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-57



DEPTH

(m)


SAMPLE

NO.



MOIST. CONT.

(%)

0 / .15

.15 / .30

.30 / .45



31.5 Notes: (1) Automatic Hammer Used (2)Possible Boulder/Cobbles at: (a) 7.46m – 8.36m; (b) 17.25m – 17.85m (3) Lost water at 19.0m (4) Drilling mud used; Groundwater Not Determined

The subsurface information shown here was obtained for design and DRILL RIG OPERATOR James Philbin estimate purposes. It is made available so that users may have access to the SOIL & ROCK DESCRIP. A. Zerebovich / A. Saakyan / W. Guo same information available to the State. It is presented in good faith. By GEOTECH. ENGINEER the nature of the exploration process, the information represents only a small CHIEF INSPECTOR Arthur Kruesi fraction of the total volume of the material at the site. Interpolation between STRUCTURE NAME E/B JRP to N/B VWE Viaduct data samples may not be indicative of the actual material encountered. B.I.N. 1-05575-B SHEET 3 OF 3 CONTRACT D010285 CONTRACTOR Aquifer Drilling & Testing, Inc. HOLE DM-B-57

HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

GR

AN

D C

EN

TR

AL

PA

RK

WA

Y

UN

ION

TU

RN

PIK

E

HBHBHBpppHBHBHBHBHBHBHBHBHBpppPEPEPEPEHBHBHBHBHBHBHBHBHB

PP

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

450 mm

450 mm

450 mm

375 mm

375 mm

450 mm

ST

INV=5.840INV=5.790

ST

RIM=11.751INV=5.681

INV=5.661

STST

INV=9.157

INV=9.390

INV=9.460

INV=9.671

STST

INV

=10.120

INV=10.170

STSTSTSTSTSTSTST

INV=5.925

STSTSTSTSTST

INV

=8.190

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

RIM=13.070

RIM=12.983INV=12.891

DS 290

DS 292

DS 2

93

INV=13.063

INV=13.086

INV=13.076

RIM=13.876

RIM=13.919

RIM=12.878

RIM=13.265

INV=13.106INV=12.876

300mm

METAL300mm

METAL

SUMP=11.919

RIM=15.614

INV=15.194

200mm METAL

RIM=14.991

SUMP=12.491

RIM=17.051

VERTICAL PIPE

16.641

RIM=19.344

RIM=18.743VERTICAL PIPE

18.363

VERTICAL PIPE18.363

RIM

=18.743

RIM=18.533

VERTICAL PIPE

18.083

RIM=19.519

RIM=20.172

VERTICAL PIPE

18.711

RIM

=19.126

VERTICAL PIPE17.111

RIM=17.541

RIM=19.739VERTICAL PIPE

19.379

SUMP=3.095

R.C

.P.

380.0

mm

R.C

.P.375.0m

m

CS

V.C

.P.

304.

8mm

INV=12.755

RIM=10.748

INV=8.948

INV

=9.

600

M.P

.150m

m

RIM

=6.4

46

INV

=5.196

R.C

.P.

300.0

mm

RIM=12.560

RIM=12.497

RIM=11.997

RIM=11.180

RIM=11.201

RIM

=12.220

RIM=17.004

RIM=17.184

RIM=16.053

C.I.P

.

300.0mm

RIM=15.312

C.I.P

.300.0

mm

C.I.P.300.0mm

RIM=14.912

RIM=15.013

RIM=12.761

INV=11.221

RIM=8.334

INV=7.374

INV=7.284

INV

=7.514

RIM=9.425

INV=6.845

INV=6.525

R.C.P.

750.0mm

INV=7.547

INV=8.567

RIM=11.057

RIM=12.165

INV=8.975

R.C.P.

381.0mm

M.P.

230m

m

RIM

=6.144

INV

=4.911

RIM=6.121

INV

=4.821

INV=4.721

RIM=13.296

INV=11.917

R.C.P.

380.0mm

RIM=13.099INV=11.719 INV=11.719

INV

=12.169

R.C.P.

380.0mm

PV

C

150.0mm

RIM=13.162INV=11.667

INV=9.885

M.P.

380.0mm

INV=12.841

INV=11.151

RIM=9.424

INV=8.524

M.P.

200mm

M.P.

150.0mmM.P.

150.0mm

300m

m

ME

TA

L

RIM

=11.860

300.0

mm

300.0

mm

RIM

=12.675

INV

=10.475

INV=10.675

RIM

=13.085

300.0mm

300.0

mm

INV

=9.108

INV

=9.389

INV

=9.3

39

600.0

mm

RIM

=13.380

450.0mm

INV

=10.100

RIM

=13.281

850.0

mm

300.0mm

INV

=9.38

INV

=11.15

INV

=9.08

INV

=10.161

INV=10.481

300.0mm

INV=11.431

INV

=10.201

INV

=10.181

R.C.P.

381.0mm

CS

V.C

.P.

304.8

mm

CS

CS

CS

CS

CS

CS

CS

R.C.P.

1.40 m

R.C.P.

600 mm

CS

CS

CS

CS

R.C

.P.

750 m

m

1650mm R.C.P.CHANNEL

380mmR.C.P.

R.C.P.

380mm

R.C.P.

300mm

380m

mR

.C.P

.

R.C.P.

1.20 m

380m

mR

.C.P

.

RIM

=13.3

39

SU

MP

=11.30

SU

MP

INV

=2.0

39

INV=10.342

INV

=10.362

INV=13.432

INV

=12.503

INV=10.733

INV=11.864

INV

=14.624

INV=11.864

INV=12.244

1500x1700mm

R.C

.P.

CH

AN

NE

L

INV=6.075

ST

AB

AN

DO

NE

D M

HIN

VE

RT

OU

TB

LO

CK

ED

W/ B

RIC

KS

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

NO FIELD

INVESTIGATION

SUMP=15.924

STSTST

300mm VCP

1.2m RCP

300m

m C

IP

300m

m R

CP

750mm RCP

750mm RCP

RIM

=12.20

CS

CS

BL

OC

KE

DIN

V=

10.06

INV

=5.58

1800m

m R

CP

RIM

=12.75

INV

=5.35

INV=5.34

INV

=5.24

RIM

=12.98

TO

DE

EP

TO DEEP

STSTSTST

RIM

=6.19

INV=3.31

INV

=3.38

450mm

ME

TA

L

RIM

=4.45

INV

=3.49

INV

=3.54

300m

m M

ET

AL

STSTSTST

INV

=10.74

600m

m R

CP

STSTSTSTST

RIM

=11.065

RIM

=10.547

SU

MP

=5.51

FDNY-MH

PHONE

BOX

F.D.N.Y.

FDNYC

5 PR

FDNYC

5 PR

FDNYC

5 PR

GG

4-500 7

5’

2-3-500,2-4/0 140’

N.Y.C. CABLE 119’

N.Y.C. 113’

2-4"I,4"C

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

FDNYC

4W

2-4W

FDNYC

GGGGGGUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTVUCTV

1.2

m S

T

300m

m D

IP

300mm

DIP

300m

m D

IP

300mm DIP

600m

m D

IP

300mm DIP

E

FOFOFOFOUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

2-4" C

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

300mm DIP

200mm

DS

-402

DS

-401

DS

-403

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

R.P.O.

150 m

m B

.S. D

ISU

SE

D

4-DB-FS-PE

(3) 1

00m

m C

50m

m C

50mm

C

50mm

C

(2) 100mm C

(2) 100mm C

(2) 100mm C

(2) 100mm

C

RANGING RADAR

DETECTOR ASSEMBLY

R.C.P.

381.0mm

CS

V.C

.P.

304.8

mm

CS

CS

CS

CS

CS

R.C.P.

1.40 m

R.C.P.

600 mm

CS

CS

CS

CS

R.C

.P.

750 m

m

1650mm R.C.P.CHANNEL

380mmR.C.P.

R.C.P.

380mm

R.C.P.

300mm

380m

mR

.C.P

.

R.C.P.

1.20 m

380m

mR

.C.P

.

UEUEUE

2-4" I, 4" C.

GG

FD

FDNYC

FDNYC

FOFOFOFOFOFOFO

300m

m D

IP

300mm VCP

1.2m RCP

GGGGGGGGGGGG

30

0 m

m D

IP

900m

m S

TE

EL

900m

m S

TE

EL

900m

m S

TE

EL

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

E

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

E

SE

RV

ICE

TO

NY

C

GA

RA

GE

2-1

00 m

m C

CO

NT

. CA

B.IN

BR

IDG

E W

AL

L

4-1

00 m

m W

4-1

00 m

m C

,

CO

NC

RE

TE

EN

VE

LO

PE4-1

00 m

m C

,

CO

NC

RE

TE

EN

VE

LO

PE

1-1

00 m

m W

1-100 mm W

1-100 mm W

1-100 mm C

2-10

0 m

m C

1-100 mm C

1-1

00 m

m C

1-100 mm C

2-1

00 m

m C

4-1

00 m

m C

4-1

00 m

m C

2-1

00 m

m C

UTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT

50 mm I.P.

75 m

m C

.W.C

RIM

=9.8

50

STSTSTSTSTSTSTSTST

1820mm

1820mm

1820mm

1524mm

1524mm

1524mmS

TR

UC

TU

RE

TO

DE

EP

FO

RS

IZE

AN

D IN

VE

RT

TO

BE

OB

TA

INE

D

RIM

=1

3.5

00

RIM

=6.2

05

RIM=11.593

RIM=2.

438

RIM=11.678

RIM=7.480

RIM

=11.908

RIM

=12.386

RIM

=9.2

03

RIM=13.149

RIM

=11.890

RIM=11.358

RIM=4.198

RIM=3.

248

RIM=10.165

RIM

=6.7

43

RIM=2.9

28

RIM

=2.45

7

RIM=3.198

RIM

=12.356

RIM=5.717

RIM=8.564

RIM=13.091

UEUEUEUEUESTST

375m

m M

ET

AL

STSTSTSTSTSTSTSTSTSTSTST

300.0mm

300.0

mm

RC

P

600.0mm

900.0mm

200.0

mm

900.0mm

BO

X

450.0mm

STST

1050mm

600mm

450mm

200mm

450mm

STSTSTSTSTSTSTSTSTST

450m

m

STSTSTSTSTSTST

(FILL

ED

)

(FILL

ED

)

300.0

mm

300.0mm

450.0

mm

150.0

mm

300.0mm

300.0mm

300.0mm

300.0

mm

150.0mm

300.0mm

150.0mm

150.0mm

RIM

=6.2

65

(FIL

LE

D)

STSTSTST

1500m

m R

CP

STST

300mm RCP

STSTSTST

1500m

m R

CP

(ASSUMED)

INV

=7.285

INV

=7.125

INV

=8.965

STSTSTSTSTSTSTSTSTSTSTST

600mm RCP

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

RIM

=9.9

63

EM

PT

Y M

H

(NO

PIP

ES

IN/O

UT

)

STST

NY

PD

CO

MM

UN

ICA

TIO

N

BL

OW

-OF

F

VA

LV

E

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

1.2

m S

TE

EL

1.2

m S

TE

EL

300mm DIP

R.P.O200 mm

R.P

.O.

STSTSTSTSTSTSTSTSTSTSTSTSTST

BL

OC

KE

DR

.P.O

.

STSTST

R.P.O.

S

STST

R.P

.O.

S

S


375m

m R

.C.P

.

R.P

.O.

R.P

.O.

STSTSTST

1.5

m x

1.5

m B

OX

R.P

.O.

R.P

.O.

R.P.O.

ST

INV=3.69

RIM

=18.733

FIL

LE

D

RIM

=13.640

INV

=6.723

INV

=6.743

RIM

=10.464

INV

=8.654

INV=6.614

INV=2.803

INV

=2.593

RIM

=5.800

INV=4.29

INV

=1.639

INV

=1.589

1.639

RIM

=3.789

INV

=2.188

INV=2.148

INV=2.081

INV=1.958

INV

=3.765

INV

=3.865

INV=7.103

INV=7.123

RIM=14.2130

INV=11.113

INV=7.285

S

ST

200mm C.I.P.

375mm R.C.P.

R.P.O.R.P.O.

S(S

EA

LE

D)

RIM

=6.174

200 m

m C

.I.P

BL

OC

KE

D

BL

OC

KE

D

ABANDONED

S

ST

S

STSTST

R.P.O

.

R.P

.O.

600 m

m R

.C.P

.

R.P.O

.

200mm

C.I.P.

R.P.O.

S

ST

150.0

mm

R.P

.O.

S

ST

375mm R.C.P. R.P.O.

R.P

.O.

INV=19.752

R.P.O.R.P.O.

R.P.O.

STSTSTSTST

150mm

UN

DE

RD

RA

IN

R.P.O

.

375m

m R

.C.P

.

R.P

.O.

STSTST

375mm R.C.P.R.P.O.

375mm

R.C.P.

R.P.O.

STST

375m

m R

.C.P

.

R.P

.O.

375m

m R

.C.P

.

S R.P.O.

ST

150mm

V.C.P.

FROM BRIDGE R.P.O.

600.0

mm

R.C

.P.

600.0mm

R.C

.P.

S

R.P.O.

STSTSTSTSTST

600.0

mm

R.C

.P.

600.0

mm

R.C

.P.

STSTSTSTSTSTSTSTSTSTST

375.0m

m R

.C.P

.

R.P.O

.

375.0mm

R.C

.P.

R.P.O

.

375.0mm R.C.P. R.P.O.

ST

S R.P.O.

STSTSTSTSTSTSTSTSTSTSTSTST

150.0

mm

C.I.P

R.P

.O.

SR.P.O

.

STSTST

600.0mm

R.C

.P.

ST

R.P.O.

STST

1650mm R.C.P.

STSTSTSTSTSTGGGGGGGGGGGGGGGGGGSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

134th. STREET

82N

D. A

VE

.

UN

ION

TP

KE

.

126th. STREET

GR

AN

D C

EN

TR

AL

PR

WY

.

JAC

KIE

RO

BIN

SO

N P

KW

Y.

GR

AN

D C

EN

TR

AL

PR

WY

.

UN

ION

TP

KE

.

CONC

PAD

REWALL

RAILING

CONC

POLE BASE

REWALL

RAILING

RAILING

CONC

PAD

132ND. STREET

S

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E-BOX

E-BOX

E-BOX

E-V

AU

LT

LIGHT

POLE

LIG

HT

PO

LE

E-B

OX

LIG

HT

PO

LE

E-B

OX

LIG

HT

PO

LE

E-B

OX

E-BOX

LIGHT

E-BOX

E-BOX

E-BOX

LIG

HT

PO

LE

LIG

HT

PO

LE

U-B

OX

LIG

HT

PO

LE

LIG

HT

PO

LE

LIG

HT

PO

LE

E-B

OX

LIG

HT

PO

LE

LIG

HT

PO

LE

E-BOX

N.Y.C.

E-BOX

E-BOX

E-B

OX

E-B

OX

LIG

HT

PO

LE

LIG

HT

PO

LE

LIG

HT

PO

LE

E-B

OX

E-B

OX

LIG

HT

PO

LE

ME

TA

L

BO

X

E-VAULT

LIG

HT

PO

LE

E-B

OX

E-BOX

E-BOX

E-BO

X

E-VA

ULT

E-VAULT

E

-BO

X

E-BOX

E-B

OX

E-BOX

ME

TA

LP

LA

CE

E-BOX

U-B

OX

E-BOX

E-BOX

E-BOX

E-BOX

E-BOX

E-B

OX

U-B

OX

E-B

OX

E-BOX

E-BOX

E-BOX

T-BOX

E-BOX

E-B

OX

T-B

OX

E-BOX

E-BOX

E-BOX

E-BOX

E-BOX

MON. WELL

E-B

OX

VAULT

E-B

OX

E-B

OX

E-B

OX

E-B

OX

E-B

OX

E-BOX

E-BOX

E-BOX

E-BOX

E-BOX

LIGHT

POLE

LIG

HT

PO

LE

LIG

HT

PO

LE

LIGHTPOLE

LIG

HT

PO

LE

LIG

HT

PO

LE

LIG

HT

PO

LE

LIG

HT

PO

LE

LIGH

T

POLE

LIG

HT

PO

LE

LIG

HT

PO

LE

LIG

HT

PO

LE

LIGHT

POLE

FDNY

Q036668

150mmSTEEL FACE CONC CURB

Q051837 100mm

300mm400mm

900mm300mm

300mm

200mm

200mm

350mm

250mm

Q051839

VWE 8203

MM 67

X5M1

2039

15H

"WET ROADWAY 700 FT"

VWE 8206

"69T

H R

D JE

WE

L A

VE

HA

R V

AN

AR

SD

AL

E

JR A

VE

1/2

MIL

E"

VWE 8209

N0975

100mm

100mm

100mm CLUMP

100mm

"NO COMMERCIA

L

TRAFFIC"

CANOPY

100mm

ONE WAY STREET

CONC SIDEWALK

460mm CONC REWALL

GRASS

ASPHALT

CONC CURB

1.8M CLF

150mm150mm

200mm 250mm250mm

250mm

300mm

300mm

350mm

250mm

Q051841

Q051842

760m

m

PARKING LOT

ASPHALT

CO

NC

WA

LK

FD

P

UN

ION

TP

KE

.

GR

AN

D C

EN

TR

AL

PR

WY

.

S

S

E-B

OX

E-B

OX

WW

S

W

S

S

S

W

S

E

W

S

S

FD

NY

-MH

FD

SE

S

W

E

D.

WA

N

Final Boring Plan 10_07_09.dgn

QUEENS

11

CONTRACT 2

X735.75RECONSTRUCTION OF THE KEW GARDENS INTERCHANGE

P:\

02202.0

2\3

000_P

rel_

Des\C

AD

D\5

0_G

eo\F

inal

Borin

g P

lan 1

0_07_09.d

gn

D010285

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

11/3

/2009

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

mm

ato

s

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY: HARDESTY & HANOVER

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBERPIN

PS&E DATE

DRAWING NO.

SHEET NO.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:

BRIDGES CULVERTSAS BUILT REVISIONS

DESCRIPTION OF WORK:

ALL DIMENSIONS IN m UNLESS OTHERWISE NOTED

COUNTY:

NORTHBOUND VAN WYCK EXPRESSWAY MAINLINE

1-05575-C

++

C

+

C

C

C

B

C

0

0

0

B

C

C

C

B

B

C

A

61182.7345

61183.8692

61152.5806

61151.5154

61124.379

61124.564

61128.8163

61132.3635

61070.0454

61080.2116

61079.8941

61089.0929

61090.1905

61046.7943

61050.7248

61057.9501

61060.01547

61008.37237

61006.4567

61025.485

61021.742

60987.927

60987.5172

60957.7405

60944.7490

60901.7348

60914.1910

60873.8578

60884.4600

60832.9590

60843.6528

60841.2680

60824.9379

60937.4464

60877.0070

61145.8545

61146.397

61148.5315

61148.467

61389.1508

61495.8695

61495.279

61613.3866

61617.2548

61109.85637

314717.4086

314720.2734

314685.9284

314685.1911

314711.1885

314746.0332

314708.4385

314732.602

314730.9965

314768.1816

314790.0112

314710.9178

314726.8866

314780.9218

314780.5783

314723.2813

314721.3215

314772.48

314773.028

314753.7865

314750.9916

314751.1770

314735.0151

314778.4052

314785.5185

314796.6369

314813.1370

314823.3083

314822.8734

314837.8052

314760.2072

314753.9510

314623.0736

314622.945

314572.2893

314571.758

314671.2923

314668.2214

314668.3737

314626.8371

314654.6926

314769.4242

ENVIRONMENTAL SAMPLING LOCATION

BORING LOCATION

BORING LOCATION WITH OPEN WELL

ELECTRIC LINE

TELEPHONE LINE

SEWER LINE

WATER LINE

GAS LINE

FENCE

UNKNOWN MANHOLE

TELEPHONE MANHOLE

TRAFFICE CONTROL BOX

OVERHEAD SIGH

FIRE DEP. LINE

PROPOSED RETAINING WALL

R.O.W. LINE

ETSTSTSTSTG

CONTRACT 2

AS-BUILT SOIL BORING PLAN

SHEET 1 OF 2

FDNYC

PROPOSED BRIDGE

WINGWALL/RETAINING WALL

(TYP.)

PROPOSED BRIDGE ABUTMENT (TYP.)

PROPOSED BRIDGE PIERS (TYP.)

MA

TC

H L

INE

- S

EE

SH

EE

T 2

OF

2

NOTES:

1. ALL SURVEY WORK IN STATE PLANE

COORDINATE SYSTEM NORTH AMERICAN

DATUM (NAD83) AND IN NORTH AMERICAN

VERTICAL DATUM (NAVD88).

2. ENVRIORNMENTAL SAMPLING LOCATIONS

(EPM) WERE PREFORMED ADJACENT TO THE

ASSOCIATED BORING LOCATIONS.

EXISTING RAMP KB

EXISTING NB VWE

EXISTING SB VWE

PROPOSED KB BRIDGE ABUTMENT

PROPOSED SB VWE

PROPOSED NB VWE

PROPOSED RAMP KB

GUARDRAIL

314739.693

314735.9328

314752.657

60753.973 314801.776

BORING NOS

DMB01

DMB02

DMB03

DMB04

DMB05

DMB06

DMB07

DMB08

DMB09

DMB10

DMB11

DMB12

DMX13

DMX14

DMB15

DMB16

DMB17

DMB18

DMB19

DMX20

DMX21

DMX22

DMX23

DMB24

DMX25

DMX26

DMX27

DMB28

DMB29

DMB30

NORTHING

60788.1885

60806.5126

60842.6519

60850.4580

60869.2593

60899.3015

60927.4340

60939.2154

60984.2900

61033.1910

61072.0103

61119.0875

61196.0693

61192.6240

61223.3192

61295.1069

61168.987

61133.0237

61467.7027

61426.9983

61414.3677

61270.7936

61228.7925

61171.5478

60848.9053

60842.3928

60925.0496

60984.7660

61191.4020

61190.1150

61268.3450

61295.0970

61427.7438

DEPTH (M) EASTING

314783.6928

314775.6303

314755.8350

314773.6360

314738.5338

314714.5364

314715.7220

314733.0795

314691.5300

314685.1770

314681.1846

314664.6146

314626.8423

314649.2992

314631.6123

314659.2284

314610.5229

314609.0197

314699.5183

314702.6086

314682.2925

314710.4436

314710.1302

314683.5527

314744.3435

314756.0428314713.6878

314691.0450

314629.2670

314651.2790

314709.0120

314659.2305314702.3077

41.0

36.5

35.0

39.5

54.5

33.5

29.0

29.0

29.0

29.0

32.0

42.5

23.0

21.5

27.5

29.0

29.0

29.0

30.5

21.5

24.5

20.0

20.0

42.5

23.0

20.0

20.0

30.5

50.0

30.5

29.0

10.5

42.5

30.5

33.5

30.5

33.5

33.5

39.5

29.0

27.5

42.5

29.0

35.0

3.6

27.5

18.5

33.5

30.5

30.5

36.5

29.0

30.5

29.0

30.5

30.5

29.0

29.0

31.5

30.5

10.5

15.0

15.6

7.2

11.1

28.5

12.0

12.4

9.3

10.6

9.3

5.5

7.6

8.9

10.7

8.0

12.4

9.4

4.9

DMB31

DNB32

DMB32A

DMB33

DMB34

DMB35

DMB36

DMB37

DMB38

DMB39

DMB40

DMB41

DMB42

DMB43

DNB44

DMB44A

DMB45

DMB45A

DMB46

DMB47

DMB48

DMB49

DMB50

DMB51

DMB52

DMB53

DMB54

DMB55

DMB56

DMB57

EMP01

EMP02

EMP03

EMP05

EMP06

EMP07

EMP09

EMP10

EMP11

EMP12

EMP14

EMP15

EMP16

EMP17

EMP18

EMP19

EMP20

EMP21

EMP22

HBHBHBHB

77T

H A

VE

NU

E

HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBpppppppppHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R

C

C

C

C

C

C

C

CC

C

C

C

C

C

C

CC

C

C

C

C

C

C

C

C

CC

CC

C

C

STSTSTSTSTSTSTST

C.I.

508 mm

C.I.

508 mm

254 mm

254 mm

254 mm

508 mm

STSTSTSTSTST

RIM=3.478

RIM=3.553

INV=2.047INV=2.177

RIM=3.477

INV=2.027

RIM=3.662INV=2.062INV=2.612

INV=2.312

INV=2.112

INV=2.242

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

381.0

mm

RIM=11.521INV=9.551

RIM=11.560T/WATER=9.609

RIM=11.808

RIM=9.475INV=7.479

RIM=9.785T/W=8.413

RIM=8.126T/WATER=6.693

RIM=7.600INV=5.604

RIM=5.708

INV=3.727

RIM=6.389

T/WATER=5.124

RIM=4.522

INV=2.724

RIM=5.180

T/WATER=3.839

RIM=3.658

INV=2.134

RIM=3.702

INV=F/DEBRIS

RIM=3.736

INV=2.441

RIM=3.780

T/WATER=2.500

RIM=3.544

INV=1.974

RIM=4.260

T/WATER=2.675

VERTICAL PIPE18.363

RIM

=18.743

RIM=14.485

RIM=14.584VERTICAL PIPE14.204

RIM=12.976

INV=9.446

RIM=11.686

VERTICAL PIPE15.954

RIM=16.364

VERTICAL PIPE15.283

RIM=15.693

VERTICAL PIPE13.828

RIM=14.188

VERTICAL PIPE11.196RIM=13.036

INV=11.006

RIM=4.041

381.0

mm

381.0

mm

381.0

mm

381.0

mm

381.0

mm

381.0

mm

RIM=12.833

RIM=11.252

RIM=9.396

RIM=7.532

RIM=4.567

RIM=3.928

381.0

mm

600mm

INV=7.096

INV=7.066

381.0

mm

INV=7.086 381.0mm

381.0mm

381.0mm

INV=8.702

INV=8.682

INV=8.652381.0

mm

INV=10.593

INV=10.623

381.0

mm

381.0mm

INV=2.118

INV=2.138

600mm

600mm

600mm

INV=2.257INV=2.277

INV=2.317

450mm

381.0mm

INV=5.492

INV=5.462INV=5.482

381.0

mm

381.0

mm

450mm

INV

=10.475

INV=10.675

300.0mm

INV

=9.108

INV

=9.389

INV

=9.3

39

INV

=10.100

INV

=9.38

INV

=11.15

INV

=9.08

INV

=10.161

INV=10.481

300.0mm

INV=11.431

600mm 300m

m

INV

=10.201

INV

=10.181

300m

m

381.0

mm

381.0

mm

381.0

mm

CS

508.0 mm

SAN. SEWER

INV=2.098

INV=2.118

INV=2.1076

STSTSTSTSTST

450mm

ME

TA

L

RIM

=4.45

INV

=3.49

INV

=3.54

300m

m M

ET

AL

FDNY-MH

FDNYC

5 PR

FD

NY

C2-4

PR

FD

NY

C

4 P

R

FD

NY

C2-4

PR

FD

NY

C

4 P

R

FDNYC

5 PR

FDNYC

4 PR

FDNYC

4 PR

FDNYC

4 PR

FDNYC

4 PR

FDNYC

4 PR

GGGUEUEUEUE

3-500,2

-4/0

-175’

2-4

"C

3-500,2

-4/O

49’

1-4

"C

FDNY-MH

FDNY-MH

FDNY-MH

FDNY-MH

FDNY-MH

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

1 1

/4 "

H.P

. P

E(B

). 1

992

(IN

S.2

"S

T.1

93

9)

GGGGGG

R=3.927

R=4.529

381.0

mm

CS

UEUEUEUEUE

300 mm DIP

300 m

m D

IP

200 mm DIP

200 mm DIP

300 mm DIP

300 mm DIP

200 m

m D

IP

300 mm

DIP

300 mm DIP

FD

FD

FD

FD

FD

OTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

500 mm SANITARY SEWER

E

UEUEUEUEUEUEUEUEUE

1-100 mm C

1-100 mm C

1-100 mm C

1-100 mm C

1-100 mm C

1-100 mm C

1-100 mm C

2-100 mm C

2-1

00 m

m C

1-100 mm C

1-100 mm C

1-100 mm C

1-100 mm C

30 mm H.P.

(50 mm ST. C)

30 mm H.P.

(50 mm ST. C)

UTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT

TO PUMPSTATION

STSTSTSTSTSTST

RIM=4.10

INV

=3.

56

INV

=3.

3

150m

mM

ET

AL

50m

m P

VC

RIM=4.08INV

=3.3

1

150m

mM

ET

AL

OEOEOE

RIM=3.74

INV

=3.2

0150m

mM

ET

AL

OE

RIM=3.37

RIM

=2.

70

RIM

=3.

00

RIM

=3.1

2

RIM

=2.

89

RIM=3.22

RIM=2.96

INV

=2.

27

BL

OC

KE

D

STST

50mm PVC200mm PVC

INV=2.84INV=2.53

INV

=2.3

1

300m

m M

ET

AL

INV

=2.1

2380m

mM

ET

AL

INV

=2.

19

380m

m

ME

TA

L

INV

=2.59

INV

=2.44

INV=2.39

OE

300m

m M

ET

AL

ST

INV

=2.1

6

RIM

=2.

62

INV

=2.1

4

ST

300m

m M

ET

AL

RIM

=2.7

1

RIM

=2.

67INV

=2.

07

ST

INV

=2.1

1

300m

m M

ET

AL

INV

=2.1

1

300m

mM

ET

AL

INV

=2.

06

RIM

=2.

98

RIM

=3.1

4

INV

=2.

64

RIM

=3.

25

300mm

METAL

RIM

=3.

52

OE

RIM=13.255

RIM=11.593

RIM

=9.2

03

RIM=13.149

RIM=9.180

RIM=12.652

RIM=9.370

RIM=13.091

MH 16MH 15

MH 14

MH 12

MH 13

MH 18

MH 19

MH 20

MH 22

MH 23

MH 24MH 25

MH 26

MH 27

MH 28

ST

375m

m M

ET

AL

STSTSTST

RIM=10.570

FUEL TANK

COVER

RIM=9.674 EDGES

ARE

PAVED OVER

STST

(PAVED OVER)

LIN

E T

O PU

MP O

UT L

OW

AR

EA

PU

MPS A

PPR

X. E

VER

Y 20 M

IN

FD

R.P

.O.

S

STSTST

R.P.O.

R.P

.O.

S

STST

R.P

.O.

S

S


375m

m R

.C.P

.

R.P

.O.

R.P

.O.

ST

R.P.O.

STSTST

R.P

.O.

R.P.O.

SR

.P.O

.

ST

375mm R.C.P. R.P.O.

200m

m C

.I.P.

RIM

=18.733

FIL

LE

D

INV

=6.723

INV

=6.743

STSTSTSTSTSTST

3.6m x 2.4mSTORM SEWER

12"

D.I

.P. W

AT

ER

MA

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STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

12" D.I.M

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12" D.I.M.J. (F.M.)

12" D.I.P. WATER MAIN

12" D.I.M.J. (F.M.)

12" D.I.M.J. (

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12" D.I.M.J. (F.M.)

12" D.I.P. WATER MAIN

8" PVC FIRE LINE

8" PVC FIRE LINE12" D.I.P. WATER MAIN

8" PVC FIRE LINE

12" D.I.M.J. (F.M.)

12" D.I.P. W

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12" D

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78th

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E-BOX

E-BOX

E-BOX

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METALBOX

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LIGHTPOLE

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POLELIGHT

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PAVEMENT EDGEPAVEMENT EDGE

PAVEMENT EDGE

PAVEMENT EDGE

PAVEMENT EDGE

PAVEMENT EDGE

PA

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ED

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CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

1 STY TRAILER

TOWER

TOWER

HYD

HYD

SP

EE

DB

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P

SPEEDBUMP

SPEEDBUMP

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CH

AIN

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CE

CH

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K F

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CE

CH

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1 STY OFFICETRAILERS

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BOLLARDS

BOLLARDS

BOLLARDS

SIG

NA

L

SIG

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L44

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GATE

OEOEOEOEOEOE

1 STY TRAILER

1 STY

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OEOEOEOEOEOEOEOE

POLE

POLE

POLE

POLE

POLE

POLE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

EL

EC

TR

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NE

L

E

W

W

W

S

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W

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D.

WA

N

Final Boring Plan 10_07_09.dgn

QUEENS

11

CONTRACT 2

X735.75RECONSTRUCTION OF THE KEW GARDENS INTERCHANGE

P:\

02202.0

2\3

000_P

rel_

Des\C

AD

D\5

0_G

eo\F

inal

Borin

g P

lan 1

0_07_09.d

gn

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

11/5

/2009

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

mm

ato

s

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY: HARDESTY & HANOVER

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBERPIN

PS&E DATE

DRAWING NO.

SHEET NO.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:

BRIDGES CULVERTSAS BUILT REVISIONS

DESCRIPTION OF WORK:

ALL DIMENSIONS IN m UNLESS OTHERWISE NOTED

COUNTY:

NORTHBOUND VAN WYCK EXPRESSWAY MAINLINE

1-05575-C

++

C

C

C

C

C

C

C

A

C

41.0

36.5

35.0

39.5

54.5

33.5

29.0

29.0

29.0

29.0

32.0

42.5

23.0

21.5

27.5

29.0

29.0

29.0

30.5

21.5

24.5

20.0

20.0

42.5

23.0

20.0

20.0

30.5

50.0

30.5

29.0

10.5

42.5

BORING NOS

STSTSTSTEGT

CONTRACT 2

AS-BUILT SOIL BORING PLAN

SHEET 2 OF 2

FDNYC

PROPOSED MSES RETAINING WALL (TYP.)

PROPOSED BRIDGE ABUTMENT (TYP.)

PROPOSED BRIDGE PIER (TYP.)

MA

TC

H L

INE

- S

EE

SH

EE

T 1

OF

2

NOTES:

1. ALL SURVEY WORK IN STATE PLANE

COORDINATE SYSTEM NORTH AMERICAN

DATUM (NAD83) AND IN NORTH AMERICAN

VERTICAL DATUM (NAVD88).

2. ENVRIORNMENTAL SAMPLING LOCATIONS

(EPM) WERE PREFORMED ADJACENT TO THE

ASSOCIATED BORING LOCATIONS.EXISTING SB VWE

EXISTING NB VWE

EXISTING RAMP KA

ENVIRONMENTAL SAMPLING LOCATION

BORING LOCATION

BORING LOCATION WITH OPEN WELL

ELECTRIC LINE

TELEPHONE LINE

SEWER LINE

WATER LINE

GAS LINE

GUARDRAIL

FENCE

UNKNOWN MANHOLE

TELEPHONE MANHOLE

TRAFFICE CONTROL BOX

OVERHEAD SIGH

FIRE DEP. LINE

R.O.W. LINE

PROPOSED

RAMP KA

BORING NOS

DMB01

DMB02

DMB03

DMB04

DMB05

DMB06

DMB07

DMB08

DMB09

DMB10

DMB11

DMB12

DMX13

DMX14

DMB15

DMB16

DMB17

DMB18

DMB19

DMX20

DMX21

DMX22

DMX23

DMB24

DMX25

DMX26

DMX27

DMB28

DMB29

DMB30

DMB31

DNB32

DMB32A

NORTHING

60788.1885

60806.5126

60842.6519

60850.4580

60869.2593

60899.3015

60927.4340

60939.2154

60984.2900

61033.1910

61072.0103

61119.0875

61145.8545

61148.5315

61196.0693

61192.6240

61223.3192

61295.1069

61168.987

61389.1508

61495.8695

61613.3866

61617.2548

61133.0237

61467.7027

61426.9983

61414.3677

61270.7936

61228.7925

61171.5478

61182.7345

61152.5806

61151.5154

EASTING

314783.6928

314775.6303

314755.8350

314773.6360

314738.5338

314714.5364

314715.7220

314733.0795

314691.5300

314685.1770

314681.1846

314664.6146

314623.0736

314572.2893

314626.8423

314649.2992

314631.6123

314659.2284

314610.5229

314671.2923

314668.2214

314626.8371

314654.6926

314609.0197

314699.5183

314702.6086

314682.2925

314710.4436

314710.1302

314683.5527

314717.4086

314739.693

314735.9328

DEPTH (M) DEPTH (M)

DMB33

DMB34

DMB35

DMB36

DMB37

DMB38

DMB39

DMB40

DMB41

DMB42

DMB43

DNB44

DMB44A

DMB45

DMB45A

DMB46

DMB47

DMB48

DMB49

DMB50

DMB51

DMB52

DMB53

DMB54

DMB55

DMB56

DMB57

EMP01

EMP02

EMP03

EMP05

EMP06

EMP07

EMP09

EMP10

EMP11

EMP12

EMP14

EMP15

EMP16

EMP17

EMP18

EMP19

EMP20

EMP21

EMP22

NORTHING

61124.379

61128.8163

61132.3635

61070.0454

61080.2116

61089.0929

61090.1905

61046.7943

61050.7248

61057.9501

61008.37237

61025.485

61021.742

60987.927

60987.5172

60957.7405

60901.7348

60914.1910

60873.8578

60884.4600

60832.9590

60843.6528

60824.9379

60937.4464

60877.0070

61109.85637

60753.973

60848.9053

60841.2680

60842.3928

60925.0496

60944.7490

60984.7660

61006.4567

61060.01547

61079.8941

61124.564

61146.397

61148.467

61191.4020

61190.1150

61183.8692

61268.3450

61295.0970

61427.7438

61495.279

EASTING

314685.9284

314711.1885

314746.0332

314708.4385

314732.602

314768.1816

314790.0112

314710.9178

314726.8866

314780.9218

314723.2813

314772.48

314773.028

314752.657

314753.7865

314750.9916

314735.0151

314778.4052

314785.5185

314796.6369

314813.1370

314823.3083

314837.8052

314760.2072

314753.9510

314769.4242

314801.776

314744.3435

314822.8734

314756.0428

314713.6878

314751.1770

314691.0450

314721.3215

314780.5783

314730.9965

314685.1911

314622.945

314571.758

314629.2670

314651.2790

314720.2734

314709.0120

314659.2305

314702.3077

314668.3737

30.5

33.5

30.5

33.5

33.5

39.5

29.0

27.5

42.5

29.0

35.0

3.6

27.5

18.5

33.5

30.5

30.5

36.5

29.0

30.5

29.0

30.5

30.5

29.0

29.0

31.5

30.5

10.5

15.0

15.6

7.2

11.1

28.5

12.0

12.4

9.3

10.6

9.3

5.5

7.6

8.9

10.7

8.0

12.4

9.4

4.9

Documents

STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION …...SM 282e (00) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 11 GEOTECHNICAL ENGINEERING BUREAU HOLE DM-B-1 COUNTY Queens