APPENDIX A.1 Current Boring Logs title boring record legend ol ol ch silty gravel cl cl-ml ml cobbles and boulders boulders pt gw sc clayey gravel silty, clayey gravel silty sand clayey

TBG111513013814SCO

APPENDIX A.1

Current Boring Logs

MH

BRIDGE NUMBER NA

PREPARED BY DATE

PROJECT OR BRIDGE NAMESR 710 North Study

SAMPLER GRAPHIC SYMBOLS

REPORT TITLEBORING RECORD LEGEND

OL

OL

CH

SILTY GRAVEL

CL

CL-ML

ML

COBBLES and BOULDERSBOULDERS

PT

GW

SC

CLAYEY GRAVEL

SILTY, CLAYEY GRAVEL

SILTY SAND

CLAYEY SAND

SILTY CLAYSILTY CLAY with SANDSILTY CLAY with GRAVELSANDY SILTY CLAY

GRAVELLY ORGANIC SOIL

OH

OL/OH

ORGANIC SOILORGANIC SOIL with SANDORGANIC SOIL with GRAVEL

GW-GM

SANDY ORGANIC SOIL with GRAVEL

PLATE NO.

GRAVELLY ORGANIC SOIL with SAND

OH

SM

SANDY ORGANIC SOIL

GRAVELLY ORGANIC elastic SILT

Well-graded SAND with CLAY (or SILTY CLAY)

Poorly graded GRAVEL

Poorly graded GRAVEL with CLAY(or SILTY CLAY)

Poorly graded SAND with SILT

Poorly graded SAND with CLAY (or SILTY CLAY)

Poorly graded SAND with CLAY and GRAVEL(or SILTY CLAY and GRAVEL)

Lean CLAY

Well-graded GRAVEL with SILT

SANDY ORGANIC elastic SILT with GRAVEL

Well-graded GRAVEL with SAND

GRAVELLY ORGANIC elastic SILT with SAND

GW-GC

GP-GM

GP-GC

GM

ORGANIC elastic SILT with SAND

SILTY SAND with GRAVEL

EADIST.7

COUNTYL.A.

ROUTE710

POSTMILE07-187900

Well-graded GRAVEL with CLAY and SAND(or SILTY CLAY and SAND)

CLAYEY SAND with GRAVEL

COBBLES

Standard Penetration Test (SPT)

SILTY, CLAYEY SAND with GRAVEL

Diamond CoreRotary DrillingStatic Water Level Reading (long-term)

Shelby Tube

NX Rock Core

Bulk Sample

WATER LEVEL SYMBOLS

HQ Rock Core

FIELD AND LABORATORY TESTS

Other (see remarks)

Static Water Level Reading (short-term)

First Water Level Reading (during drilling)

Piston Sampler

GROUP SYMBOLS AND NAMES

Dynamic Coneor Hand Driven

GRAVELLY SILTY CLAY with SAND

DRILLING METHOD SYMBOLS

Auger Drilling

CL

UC

PIParticle Size Analysis (ASTM D 422-63 [2002])

Point Load Index (ASTM D 5731-05)

Petrographic Thin Section

Specific Gravity (AASHTO T 100-06)

Shrinkage Limit (ASTM D 427-04)

Swell Potential (ASTM D 4546-03)GRAVELLY ORGANIC SILT with SAND

Unconfined Compression - Soil (ASTM D 2166-06)Unconfined Compression - Rock (ASTM D2938-95)

GRAVELLY ORGANIC SILT

CU

PLPressure MeterPMPocket Penetrometer

SG

SW

SANDY SILTY CLAY with GRAVEL

GRAVELLY ORGANIC lean CLAY with SAND

ORGANIC SILT with SANDORGANIC SILT with GRAVELSANDY ORGANIC SILT

C

Consolidated Undrained Triaxial (ASTM D 4767-02)

Lean CLAY with SANDLean CLAY with GRAVEL

SANDY lean CLAY with GRAVEL

ORGANIC SILT

GRAVELLY ORGANIC lean CLAY

Well-graded SAND with CLAY and GRAVEL(or SILTY CLAY and GRAVEL)

Fat CLAY

Elastic SILT with GRAVELSANDY elastic SILTSANDY elastic SILT with GRAVELGRAVELLY elastic SILTGRAVELLY elastic SILT with SAND

ORGANIC elastic SILT

SANDY ORGANIC SILT with GRAVEL

ORGANIC lean CLAY

Moisture Content (ASTM D 2216-05)

PPPTS

R-Value (CTM 301 - 00)R

SL

Slake Durability Index (ASTH D 4645)SD

CR

Direct Shear (ASTM D 3080-04)DS

VS

EI

Vane Shear (AASHTO T 223-96 [2004])

MOC Organic Content (ASTM D 2974-07)

Permeability (CTM 220 - 05)PPA

Well-graded GRAVEL

Poorly graded GRAVEL with SILT

Expansion Index (ASTM D 4829-03)EM Elastic Model with Compressive Strength

(ASTM D 7102)

ORGANIC fat CLAY

ORGANIC lean CLAY with SANDORGANIC lean CLAY with GRAVELSANDY ORGANIC lean CLAYSANDY ORGANIC lean CLAY with GRAVEL

Fat CLAY with SANDFat CLAY with GRAVELSANDY fat CLAYSANDY fat CLAY with GRAVEL

GRAVELLY fat CLAY with SAND

GRAVELLY SILT

ORGANIC fat CLAY with SANDORGANIC fat CLAY with GRAVELSANDY ORGANIC fat CLAY

Elastic SILT with SAND

UU Unconsolidated Undrained Triaxial(ASTM D 2850-03)

UW Unit Weight (ASTM D 4767-04)GRAVELLY fat CLAY

Graphic / Symbol

SILT

GRAVELLY ORGANIC fat CLAY with SAND

Elastic SILT

ORGANIC elastic SILT with GRAVELSANDY elastic ELASTIC SILT

SILTY, CLAYEY SAND

Group Names

SANDY ORGANIC fat CLAY with GRAVEL

SC-SM

GRAVELLY lean CLAY

Graphic / Symbol Group Names

GC

Well-graded SAND with GRAVEL

GRAVELLY lean CLAY with SAND

SILT with SANDSILT with GRAVELSANDY SILTSANDY SILT with GRAVEL

PEAT

Well-graded GRAVEL with SILT and SAND

GRAVELLY ORGANIC fat CLAY

Well-graded SAND

SP-SC

Well-graded SAND with SILT and GRAVEL

Poorly graded GRAVEL with SAND

Poorly graded GRAVEL with SILT and SAND

Poorly graded GRAVEL with CLAY and SAND(or SILTY CLAY and SAND)

Poorly graded SAND

Poorly graded SAND with GRAVEL

Poorly graded SAND with SILT and GRAVEL

SANDY lean CLAY

Well-graded GRAVEL with CLAY (or SILTYCLAY)

Corrosion, Sulfates, Chlorides (CTM 643 - 99;CTM 417 - 06; CTM 422 - 06)

SW-SC

SP-SM

Consolidation (ASTM D 2435-04)

Liquid Limit, Plastic Limit, Plasticity Index(AASHTO T 89-02, AASHTO T 90-00)

GP

Well-graded SAND with SILT

GRAVELLY SILTY CLAY

Collapse Potential (ASTM D 5333-03)

CAI Cerchar Abrasivity Index

GRAVELLY SILT with SAND

SW

SP

SW-SM

SILTY, CLAYEY GRAVEL with SAND

CLAYEY GRAVEL with SAND

SILTY GRAVEL with SAND

Standard California Sampler

Modified California Sampler

GC-GM

Descriptor Criteria

Very Dense > 50Wet

ERUTSIOMSLIOSSSELNOISEHOCFOYTISNEDTNERAPPA

BRIDGE NUMBER NA

Moist

30 - 50

0 - 5

10 - 30

5 - 10

Medium Dense

Dense

Descriptor

EA


Visible free water

No descernable moisture

Moisture present but no visible water

SPT N60 - Value (blows / foot)

Very Loose

PROJECT OR BRIDGE NAME

POSTMILEROUTECOUNTYDIST.

Loose

PREPARED BY

Dry

Weak Crumbles or breaks with handling orlittle finger pressure.

Will not crumble or break with fingerpressure.

Particles are present but estimatedto be less than 5%

PLATE NO.

Crumbles or breaks with considerablefinger pressure.

Moderate

Strong

NOTE: This legend sheet provides descriptors andassociated criteria for required soil description componentsonly. Refer to Caltrans Soil and Rock Logging, Classification,and Presentation Manual (2010), Section 2, for tables ofadditional soil description components and discussion of soildescription and identification.

CriteriaDescriptorCEMENTATION

Trace

CriteriaPERCENT OR PROPORTION OF SOILS

DATE

Mostly

Descriptor

Some 30 to 45%

Little 15 to 25%

Few 5 to 10%

50 to 100%

SR 710 North Study

009781-70017.A.L7

PROJECT OR BRIDGE NAME

ROCK GRAPHIC SYMBOLS

POSTMILEROUTECOUNTY AE.TSID

METAMORPHIC ROCK

SEDIMENTARY ROCK

IGNEOUS ROCK

CORE RECOVERY (REC) (%)

ROCK QUALITY DESIGNATION (RQD) (%)

x 100Length of the recovered core pieces (in.)

Total length of core run (in.)

PREPARED BY

Length of intact core pieces > 4 in.

Total length of core run (in.)

x 100

BRIDGE NUMBER NA


PLATE NO.DATESR 710 North Study

009781-70017.A.L7

ASPHALT (2").AGGREGATE BASE (12").

Lean CLAY (CL); dark yellowish brown; moist; mediumplasticity; homogeneous; (ARTIFICIAL FILL).

Lean CLAY with SAND (CL); dark yellowish brown; moist;mostly medium to low plasticity fines; some fine SAND;trace fine GRAVEL; homogeneous.

Olive gray.

Very stiff.

Trace gypsum and sandstone fragments.

100

100

100

100

B01

S02

S03

S04

S05

18

26

CR, M, UW

M, PI, UU, UW

4811

367

4610

4710

107

98 UU =1.06

AFTER DRILLING (DATE)DURING DRILLING

NE

SURFACE ELEVATION

344.1 ft NAVD88DRILLING METHOD

Hollow-Stem AugerDRILL RIG

CME-75SPT HAMMER TYPE

140 lb. Auto Hammer, 30" DropBOREHOLE BACKFILL AND COMPLETION

Cement and Bentonite GroutGROUNDWATERREADINGS

BEGIN DATE

3-18-13COMPLETION DATE

3-19-13LOGGED BY

J. CulottaBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 2' 47.97224" / -118° 9' 57.31965" NAD83HOLE ID

A-13-001DRILLING CONTRACTOR

Jet Drilling, Inc

HAMMER EFFICIENCY, ERi

72%SAMPLER TYPE(S) AND SIZE(S) (ID)

SPT (1.4"), Cal (2.5")TOTAL DEPTH OF BORING

105.4 ft

BOREHOLE DIAMETER

8 in

BOREHOLE LOCATION (Offset, Station, Line)

.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th

PREPARED BYD. Jankly

DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-001EA07-187900

REPORT TITLEBORING RECORD

DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

342.10

340.10

338.10

336.10

334.10

332.10

330.10

328.10

326.10

324.10

322.10

320.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

19

13

16

17

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Lean CLAY with SAND (CL) (continued).Hard; brown; trace brick fragments.

SILTY SAND (SM); dense; yellowish brown; moist; mostlycoarse to fine SAND; little fines; few fine GRAVEL;stratified; weak cementation; (ALLUVIUM).

Brown.

Lean CLAY (CL); brown; moist; mostly low plasticity fines;few coarse to fine SAND; homogeneous.

SANDY SILT (ML); strong brown; moist; mostlynon-plastic fines; some coarse to fine SAND; trace fineGRAVEL; homogeneous.

SILTY SAND (SM); light yellowish brown; moist; mostlymedium and fine SAND; some fines; stratified; weakcementation.

100

100

100

100

100

72

S06

S07

S08

S09

S10

S11

17

18

17

14

M, PI, UU, UW

DS, M, PA, UW

M, PA, PI

M, PA, UW

71113

171717

322918

71118

152739

141327

115

106

122

UU =2.07

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-001EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

318.10

316.10

314.10

312.10

310.10

308.10

306.10

304.10

302.10

300.10

298.10

296.10

294.10

292.10

290.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

24

34

47

29

66

40

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SILTY SAND (SM) (continued).

Poorly graded SAND with SILT (SP-SM); very dense;light yellowish brown; moist; mostly coarse to fine SAND;little coarse to fine GRAVEL; few fines; homogeneous;weak cementation.

Dark yellowish brown; mostly medium and fine SAND;few fine GRAVEL.

Well-graded SAND with SILT (SW-SM); very dense;yellowish brown; moist; mostly coarse to fine SAND; fewfines; trace fine GRAVEL; stratified; weak cementation.

SILTY SAND (SM); light olive brown; moist; mostlymedium and fine SAND; some fines; trace fine GRAVEL;stratified; weak cementation.

Very dense; yellowish brown; trace organic flecks.

100

50

100

100

100

100

S12

S13

S14

S15

S16

S17

4

6

3

10

DS, M, UW

PA

M, UW

M, PA

M, PA, UW

3750-4"

71100-5"

2860

252828

2550

213434

100

130

106

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-001EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

288.10

286.10

284.10

282.10

280.10

278.10

276.10

274.10

272.10

270.10

268.10

266.10

264.10

262.10

260.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

56

68

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

SEDIMENTARY ROCK (CLAYSTONE ANDSANDSTONE); decomposed.Lean CLAY (CL); brown; moist; mostly low to mediumplasticity fines; few fine SAND; homogeneous;(FERNANDO FORMATION).

SANDY lean CLAY (CL); brown; moist; mostly low tomedium plasticity fines; some coarse to fine SAND; fewfine GRAVEL; homogeneous.

Poorly graded SAND (SP); very dense; yellowish brown;moist; mostly coarse to fine SAND: few fine GRAVEL;stratified; weak cementation.

CLAYEY SAND with GRAVEL (SC); brown; moist; mostlycoarse to fine SAND; some low to medium plasticity fines;little fine GRAVEL; stratified; weak cementation.

Bottom of borehole at 105.4 ft bgs

Boring terminated at a planned depth.

100

100

100

92

100

S18

S19

S20

S21

S22

16

10

DS, M, PA, UW

M, PI, UW

1743

50-5"

101923

2383

6067

160-5"

117

129

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-001EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

258.10

256.10

254.10

252.10

250.10

248.10

246.10

244.10

242.10

240.10

238.10

236.10

234.10

232.10

230.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

42

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

SANDY fat CLAY (CH); dark brown; moist; high plasticity;(ARTIFICIAL FILL).

CLAYEY SAND (SC); greenish gray; moist; mostly coarseto fine SAND; some medium plasticity fines; few fineGRAVEL; homogeneous; weak cementation.

Medium dense; brick fragment observed.

SANDY lean CLAY (CL); dark brown; moist; mostlymedium to high plasticity fines; some coarse to fineSAND; trace fine GRAVEL; (ALLUVIUM).

78

78

72

89

B01

S02

S03

S04

S05

18

20

CR

PI

M, PA, UU, UW

PI

M, PA, PI, UW

357

568

468

479

112

109

UU =0.6


32.0 ft

SURFACE ELEVATION


Hollow-Stem Auger to 45'; Rotary Wire-Line to TDDRILL RIG




BEGIN DATE


3-12-13LOGGED BY

J. Lee/D. JanklyBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 3' 24.91488" / -118° 9' 54.02971" NAD83HOLE ID

RC-13-002DRILLING CONTRACTOR

Jet Drilling, Inc



SPT (1.4"), Cal (2.5"), HQ (2.5"), NQ (2")TOTAL DEPTH OF BORING

85.1 ft

BOREHOLE DIAMETER

8" to 45'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-002EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

347.20

345.20

343.20

341.20

339.20

337.20

335.20

333.20

331.20

329.20

327.20

325.20

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

12

14

14

16

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

SANDY lean CLAY (CL) (continued).

Dark gray.

SILTY SAND (SM); dense to very dense; brown; wet;coarse to fine grained.

Cobble or boulder encountered.

SEDIMENTARY ROCK, (CLAYSTONE); massive; darkgreenish gray; fresh; soft to moderately soft; slightlyfractured, randomly oriented, tight; locally abundantbioturbation structures and soft sediment deformationfeatures; (FERNANDO FORMATION).

100

80

100

100

100

40

70

C11

C12

40

70

S06

S07

S08

S09

S10

21

26

15

PI

M, PI, UU, UW

M, PI, UU, UW

M, PA, PI, UC=465psi, UW

446

6911

3650

1638

50-4"

1838

50-5"

106

98

114

UU =1.09

UU =3.35

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-002EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

323.20

321.20

319.20

317.20

315.20

313.20

311.20

309.20

307.20

305.20

303.20

301.20

299.20

297.20

295.20

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

10

20

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SEDIMENTARY ROCK (continued).

At Elev 292.2', observed abundant bioturbationstructures dipping 20 to 30 degrees, possibly indicativeof bedding dip.

At Elev 283.2', observed fault, dipping 40°, 1/16" thicklean CLAY lining, striated.


At Elev 277.2', observed random fracture, dipping 40°,tight.


0

92

93

100

97

0

C13

C14

C15

C16

C17

C18

0

92

80

100

97

0

18

13

UU

PI, UC=482psi

114

115

UU =0.99

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-002EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

293.20

291.20

289.20

287.20

285.20

283.20

281.20

279.20

277.20

275.20

273.20

271.20

269.20

267.20

265.20

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85



RQD values provided on the boring logs are based onintact core pieces obtained between two naturaldiscontinuities. The majority of core obtained from thisboring is typically very weak to weak and does not meetthe "sound core" definition provided in the standard testmethod for RQD (ASTM D 6032). These RQD valuesshould not be used to evaluate rock mass quality.

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-002EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

263.20

261.20

259.20

257.20

255.20

253.20

251.20

249.20

247.20

245.20

243.20

241.20

239.20

237.20

235.20

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

SILTY SAND with GRAVEL (SM); gray; moist; coarse tofine SAND; coarse to fine GRAVEL; (ARTIFICIAL FILL).

SEDIMENTARY ROCK, (CLAYEY SILTSTONE) verythinly bedded with fine SANDSTONE; light olive brownand strong brown; moderately weathered; very soft to soft;moderately fractured; (PUENTE FORMATION).

SEDIMENTARY ROCK, (Poorly Indurated SILTYSANDSTONE); medium to fine grained; massive to verythickly bedded; pale yellow with strong brown oxidation;moderately weathered; (SILTY SAND (SM); moist; mostlyfine SAND; some fines; weak cementation).

At Elev 373.8', observed bedding joint, dipping 90 to85°.

Dense.

100

100

100

100

B01

S02

S03

S04

S05

25

26

22

DS, M, PI, UW

CR, M

M, PA, UU, UW

184041

121821

193247

121927

93

105UU =2.15


17.0 ft

SURFACE ELEVATION


Hollow-Stem Auger to 27'; Rotary Wash to TDDRILL RIG




BEGIN DATE


3-14-13LOGGED BY

J. Lee/D. JanklyBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 4' 8.476249" / -118° 9' 44.95765" NAD83HOLE ID


Jet Drilling, Inc



SPT (1.4"), Cal (2.5"), HQ (2.5")TOTAL DEPTH OF BORING

100.5 ft

BOREHOLE DIAMETER

8" to 27'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-003EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

386.80

384.80

382.80

380.80

378.80

376.80

374.80

372.80

370.80

368.80

366.80

364.80

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

81

39

79

46

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

SEDIMENTARY ROCK (continued).Mostly medium to fine SAND.

Very dense.

100

100

0

10

23

0

0

0

C07

C08

C09

C10

C12

C13

0

10

0

0

0

0

S06

S11

22 DS, PA

PA

213650

50-5"

105

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-003EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

362.80

360.80

358.80

356.80

354.80

352.80

350.80

348.80

346.80

344.80

342.80

340.80

338.80

336.80

334.80

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

8625

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Mostly fine SAND.

At Elev 318.8', becomes pale olive to olive with strongbrown oxidized zones.

100

100

100

0

0

50

50

15

0

C15

C16

C18

C19

C20

C22

0

0

0

0

0

0

S14

S17

S21

21

23

PA

M, PA

M

50-3"

172337

313435

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-003EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

332.80

330.80

328.80

326.80

324.80

322.80

320.80

318.80

316.80

314.80

312.80

310.80

308.80

306.80

304.80

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

60

69

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85




100

100

100

100

S23

S24

S25

S26

23 DS, M, PA, UW

70-4"

3750-4"

100-6"

66-6"

104

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-003EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

302.80

300.80

298.80

296.80

294.80

292.80

290.80

288.80

286.80

284.80

282.80

280.80

278.80

276.80

274.80

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

CLAYEY SAND (SC); brown; moist; mostly coarse to fineSAND; some medium plasticity fines; few fine GRAVEL;homogeneous; weak cementation (ALLUVIUM).

Loose.

SILTY, CLAYEY SAND (SC-SM); brown; moist to wet;mostly coarse to fine SAND; some medium plasticityfines; few fine GRAVEL; homogeneous; weakcementation.

Medium dense; Lacks GRAVEL.

Brown; mostly medium to fine SAND.

100

67

44

56

B01

S02

S03

S04

S05

17

12

20

CR, M

PA, PI

M, DS, PA, PI, UW

M, DS, PA, UW

223

5814

479

458

125

106


9.5 ft

SURFACE ELEVATION


Hollow-Stem Auger to 44'; Rotary Wire-line to TDDRILL RIG

Guspech Brut 22RSPT HAMMER TYPE


Piezometer Installed on CompletionGROUNDWATERREADINGS

BEGIN DATE


3-29-13LOGGED BY

D. JanklyBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 4' 20.38198" / -118° 9' 39.77389" NAD83HOLE ID


Cascade Drilling, LP




109.0 ft

BOREHOLE DIAMETER

8" to 44'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-004EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

391.40

389.40

387.40

385.40

383.40

381.40

379.40

377.40

375.40

373.40

371.40

369.40

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

5

22

16

13

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Grayish brown.SILTY, CLAYEY SAND (SC-SM) (continued).

Mostly medium to fine SAND.

Wet; little fines.

SEDIMENTARY ROCK, (fine SANDY SILTSTONE); gray(unoxidized) and yellowish red (oxidized); moderatelyweathered; very soft to soft; slightly to very slightlyfractured; very weak; (PUENTE FORMATION).

SEDIMENTARY ROCK, (SILTY SANDSTONE); finegrained; massive to very thickly bedded; gray(unoxidized) and yellowish red (oxidized); moderatelyweathered; very soft to soft; poorly to moderatelyindurated; slightly to very slightly fractured.

At Elev 344.9', observed fracture zone, dipping 90 to80°, tight.

At Elev 344.4', becomes slightly weathered.

At Elev 342.6', observed bedding joint, dipping 20 to10°, 10" thick sequence, laminated to very thinlybedded.

28

67

100

100

13

80

47

C10

C11

C12

0

0

0

S06

S07

S08

S09

20

24

14

CR

M, DS, PA, UW

M, DS, PA, UW

M, PA

51013

61115

567

4244

50-5"

111

94

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-004EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

367.40

365.40

363.40

361.40

359.40

357.40

355.40

353.40

351.40

349.40

347.40

345.40

343.40

341.40

339.40

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

23

26

13

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55


At Elev 336.4', observed bedding joint, dipping 20 to10°, 2.6' thick sequence; CLAYSTONE, (gray); verythinly bedded with thin fine SANDSTONE, (yellowishred); moderately weathered; soft; slaking along beddingplanes; beds are undulatory.

At Elev 333.8', observed random fracture, dipping 70°,tight, iron oxide stained.

At Elev 332.4', observed CLAYSTONE bed fragments,disturbed by drilling.

At Elev 324.4', observed bedding joint, dipping 30°, 1.3'sequence of coarse to fine SANDSTONE; gray with ironoxide staining along fractures.

At Elev 323.4', observed fracture zone, dipping 70 to60°, tight; iron oxide stained.

At Elev 321.8', observed bedding joint, dipping 30 to20°, laminations within very thickly beddedSANDSTONE.

At Elev 319.9', observed bedding joint, dipping 30 to20°, 1.5" thick laminated SANDSTONE bed with 1/4"thick gray CLAYSTONE bed in center.


At Elev 319.4', becomes medium to fine grained; withdusky red lining along fracture and bedding surfaces.


At Elev 314.8', observed bedding joint, dipping 20 to10°, 1/4" thick CLAYSTONE bed, gray.

At Elev 314.5', observed bedding joint, dipping 5 to 0°,1/4" thick CLAYSTONE bed, gray.

At Elev 314.4', observed 12" thick; coarse to finegrained SANDSTONE.



At Elev 313.2', observed 12" thick; coarse to finegrained SANDSTONE.

At Elev 313.0', observed random fracture, dipping 70°,tight; iron oxide stained.

At Elev 312.2', observed 1.7' thick zone; strong brown;moderately hard; moderately to well indurated.

47

48

0

87

20

97

100

C12

C13

C14

C15

C16

C17

C18

0

0

0

0

0

0

0

19

7

5

M, PA, UC=102psi, UW

M, PA

EM, M, UC=2,158psi, UW

PL

111

154

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-004EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

337.40

335.40

333.40

331.40

329.40

327.40

325.40

323.40

321.40

319.40

317.40

315.40

313.40

311.40

309.40

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

At Elev 309.9', observed random fracture, dipping 50°,tight; iron oxide stained.

At Elev 307.9', observed 4" thick fine SANDSTONEbed, micaceous.

SEDIMENTARY ROCK, (CLAYEY SANDSTONE) fine tomedium grained; light greenish gray; slightly weathered;very soft; poorly indurated: slightly fractured. At Elev 305.6', observed random fracture, dipping 70°,tight; iron oxide stained.

SEDIMENTARY ROCK, (SILTSTONE) very thinlybedded with thin fine (SANDSTONE) beds; dark gray tostrong brown; slightly to moderately weathered; very softto soft; some minor shears with up to 1/4" offsets. At Elev 300.4', observed bedding joint, dipping 20 to10°.

At Elev 298.4', observed bedding joint, dipping 20 to10°, . Unit is 95% unoxidized; SANDSTONE (light grayto very dark gray) beds are locally laminated.SILTSTONE (very dark greenish gray to dark gray)beds are polished and striated with local slaking.


At Elev 293.4', observed random fracture, dipping 55°,smooth to slightly rough.

At Elev 292.6', observed random fracture, dipping 55°,smooth to slightly rough.

At Elev 291.4', observed 5" thick, hard, moderately towell indurated zone.

SEDIMENTARY ROCK, (SANDSTONE); fine to mediumgrained; laminated to thinly bedded with thin interbeds ofSILTSTONE; brown to very dark greenish gray; slightlyweathered; very soft to soft; poorly indurated; slightly tomoderately fractured.Siltstone beds are locally polished and striated andslaking. At Elev 288.4', observed bedding joint, dipping 25 to15°.

At Elev 286.8', observed fault, dipping 55°, smooth,minor offsets of SILTSTONE beds.



Piezometer Sensor Installed at 36.7' (El. 356.7')


100

30

83

97

92

C18

C19

C20

C21

C22

0

0

0

0

0

15 SD

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-004EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

307.40

305.40

303.40

301.40

299.40

297.40

295.40

293.40

291.40

289.40

287.40

285.40

283.40

281.40

279.40

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

ASPHALT (4").AGGREGATE BASE (6").SANDY fat CLAY (CH); yellowish brown; moist; mostlymedium plasticity fines; little coarse to fine SAND; fewfine GRAVEL; blocky; (ARTIFICIAL FILL).

With some Puente Formation derived gravel. Gravel isgenerally very stiff to hard.

Few fine SAND; few gravel as 10'.

With trace asphaltic concrete debris.

Concrete layer encountered.CLAYEY SAND (SC); medium dense; dark yellowishbrown; moist; mostly medium to fine SAND; some fines;trace fine GRAVEL; homogeneous; weak cementation;(ALLUVIUM).

67

67

89

78

B01

S02

S03

S04

S05

28

26

13

PA, PI

M, PI, UW

M, PA

M, UW

456

3510

235

41214

89

112


52.5 ft

SURFACE ELEVATION


Hollow-Stem Auger to 81.5'; Rotary Wire-line to TDDRILL RIG

Guspech Brut 22RSPT HAMMER TYPE



BEGIN DATE


3-5-13LOGGED BY


34° 4' 28.73972" / -118° 9' 39.96954" NAD83HOLE ID






225.0 ft

BOREHOLE DIAMETER

8" to 81.5'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

423.00

421.00

419.00

417.00

415.00

413.00

411.00

409.00

407.00

405.00

403.00

401.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

11

15

8

26

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

CLAYEY SAND (SC) (continued).

Poorly graded SAND with SILT and GRAVEL (SP-SM);dark yellowish brown; moist; some coarse to fine SAND;some coarse to fine GRAVEL; few fines; homogeneous;moderate cementation.

SILTY SAND (SM); medium dense; dark yellowish brown;moist to wet; mostly coarse to fine SAND; some fines;trace fine GRAVEL; homogeneous; weak cementation;micaceous.

Moist; mostly fine SAND.

SANDY fat CLAY (CH); light olive brown; moist; mostlymedium plasticity fines; little fine SAND; homogeneous.

Light yellowish brown; mostly fine SAND; some fines;micaceous.

33

78

89

78

100

89

S06

S07

S08

S09

S10

S11

6

13

21

19

PA

M, DS, PA, UW

PA

M, PA, UW

CR, M, PI

M, DS, PA, UW

785

132629

654

21216

6911

2919

118

95

107

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

399.00

397.00

395.00

393.00

391.00

389.00

387.00

385.00

383.00

381.00

379.00

377.00

375.00

373.00

371.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

13

55

9

28

20

28

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SANDY fat CLAY (CH) (continued).Wet; trace fine GRAVEL.

Lean CLAY with SAND (CL); light olive brown; moist;mostly medium plasticity fines; little fine SAND;homogeneous.

Hard.

Yellowish brown; moist to wet.

Strong brown; little medium to fine SAND; iron oxide andmanganese staining.

SEDIMENTARY ROCK, (SILTSTONE andCLAYSTONE); thinly to very thinly bedded with thininterbeds of fine SANDSTONE: white to dark grayishbrown; moderately weathered; very soft; moderately tointensely fractured; iron oxide stained: (PUENTEFORMATION).

67

89

100

89

78

67

40C18 0

S12

S13

S14

S15

S16

S17

20

20

26

M, PI, UU, UW

M, DS, PA, PI, UW

PA, PI

M, PI, UU, UW

141836

91528

91320

71630

61015

71525

110

110

99

UU =2.31

UU =2.01

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

369.00

367.00

365.00

363.00

361.00

359.00

357.00

355.00

353.00

351.00

349.00

347.00

345.00

343.00

341.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

54

43

33

46

25

40

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85


Bedding joint dipping 70°, slightly rough.

At Elev 335.0', becomes soft.

At Elev 334.0', observed fracture zone, dipping 90 to40°, 1/16" thick manganese and iron oxide staining;rough.

At Elev 333.0', observed bedding joint, dipping 80°,slightly rough.

At Elev 331.0', becomes siliceous; light gray to gray. At Elev 330.5', observed fracture zone, dipping 40 to 0°,1/16"-1/4" thick CLAYEY SAND infill; slightly rough.


At Elev 328.6', observed random fracture, dipping 90 to40°, 1/8" thick lean CLAY lining; slightly rough.

At Elev 328.0', observed 1' thick zone, very soft.

At Elev 325.0', becomes grayish brown to strong brown(where oxidized); moderately to slightly weathered;.


At Elev 320.0', becomes moderately weathered; partingsurfaces are generally moderately rough.

At Elev 319.5', observed 6" thick very intensely fracturedzone.

12" thick very intensely fractured zone.

At Elev 316.0', observed bedding joint, dipping 90°,tight.

Gray to strong brown (where oxidized).

At Elev 313.8', observed fault, dipping 65°, 1/16" thick,lean CLAY lining; polished and striated.



72

83

83

82

62

93

47

C19

C20

C21

C22

C23

C24

C25

30

28

27

0

0

17

0

2 M, PL, UW

CR

158

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

339.00

337.00

335.00

333.00

331.00

329.00

327.00

325.00

323.00

321.00

319.00

317.00

315.00

313.00

311.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

At Elev 310.0', observed bedding joint, dipping 70 to60°, tight. Few iron oxide stained beds.

At Elev 308.4', observed fracture zone, dipping 90 to60°, tight; moderately rough.

At Elev 305.0', observed bedding joint, dipping 90°, 1"thick SANDSTONE bed.

At Elev 303.0', observed bedding joint, dipping 90 to70°, overturned bedding. Local lean CLAY lining alongbeds and random fractures.

At Elev 302.0', observed fracture zone, dipping 60°,1/16" thick lean CLAY lining, tight.

At Elev 301.0', observed little fine SANDSTONE bedsup to 1.5" thick. Numerous minor, tight shears with upto 1/16" thick lean CLAY lining.

At Elev 300.0', observed bedding joint, dipping 80°.

At Elev 296.7', observed fracture zone, dipping 65°,tight.


At Elev 295.0', becomes dark olive gray to very darkgrayish brown; slightly weathered; locally slaking,polished and striated bedding planes.


At Elev 293.0', observed random fracture, dipping 65 to55°, 1/16" thick lean CLAY lining; slightly rough.

At Elev 289.0', observed bedding joint, dipping 80°,tight. Scarce iron oxide staining along SANDSTONEbeds; slight slaking along SILTSTONE bedding planes.

At Elev 287.0', observed random fracture, dipping 30 to70°, tight.

At Elev 285.0', becomes slightly weathered to fresh;dark greenish gray (SANDSTONE) to very darkgreenish gray (SILTSTONE).

PTS: Feldspathic wacke; 50% biotite, 20% quartz; 15%muscovite; 15% plagioclase.

47

90

87

97

97

100

80

C25

C26

C27

C28

C29

C30

C31

0

0

20

33

53

100

10

30

29

27

EM, M, SD, UC=137psi

M, PL, SD

M, PL, PTS, SD, UW102

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET5 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

309.00

307.00

305.00

303.00

301.00

299.00

297.00

295.00

293.00

291.00

289.00

287.00

285.00

283.00

281.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

At Elev 279.7', observed bedding joint, dipping 80°, 2-3"thick fine SANDSTONE bed, dark greenish gray, veryintensely fractured.

At Elev 275.0', observed abundant, randomly oriented,polished and striated, fracture and bedding planesurfaces. Offsets up to 1".

At Elev 274.0', observed bedding joint, dipping 75 to65°, 12" thick medium to fine grained SANDSTONE bedwith faint internal SILTSTONE laminations.

At Elev 273.0', becomes fresh.

At Elev 270.2', observed random fracture, dipping 70°,polished.


At Elev 268.6', observed random fracture, dipping 70°,polished.

At Elev 268.0', observed bedding joint, dipping 55°, 1/2"thick, lean CLAY lined, sheared bed.



At Elev 263.1', observed fault, dipping 80°, 1/16" thick,lean CLAY lining; smooth; 1" reverse offset.

At Elev 260.0', observed bedding joint, dipping 70 to60°, tight. Numerous polished and striated beds.

At Elev 257.4', observed bedding joint, dipping 70°, 5"thick fine SANDSTONE bed.

At Elev 256.0', observed bedding joint, dipping 90 to70°, tight, continuing polished and striated beddingplanes.

At Elev 252.0', observed bedding joint, dipping 80 to60°, tight.

80

70

78

60

48

79

0

60

100

C31

C32

C33

C34

C35

C36

C37

C38

C39

10

20

0

0

10

0

0

0

50

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET6 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

279.00

277.00

275.00

273.00

271.00

269.00

267.00

265.00

263.00

261.00

259.00

257.00

255.00

253.00

251.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

At Elev 249.0', observed bedding joint, dipping 90 to60°, tight, locally overturned beds with abundant internalpolished surfaces, offsets up to 1/2". Rock is siliceousto 182' (El.: 243').

At Elev 243.8', observed random fracture, dipping 55°,tight, polished.


At Elev 241.0', observed bedding joint, dipping 85°,abundant internal polished surfaces, offsets up to 1/4".Some slaking along bedding planes.




PTS: Feldspathic wacke; 50% biotite, 20% quartz; 15%muscovite; 15% plagioclase.

SEDIMENTARY ROCK, (SANDSTONE); fine grained;very thickly bedded with thin interbeds of SILTSTONE:dark greenish gray (SANDSTONE) and very darkgreenish gray (SILTSTONE); fresh; soft; moderately tointensely fractured. At Elev 235.5', observed 6" thick SANDSTONE bed withinternally sheared SILTSTONE rip-up clasts up to 2"dia. Continues to 192.8' (El.: 232.2').

At Elev 232.2', observed bedding joint, dipping 85 to75°, 2' thick SILTSTONE sequence; beds have up to1/16" thick lean CLAY lining; polished.

At Elev 230.0', observed 12" thick SANDSTONE bedwith internally sheared SILTSTONE rip-up clasts up to2" dia..

At Elev 227.0', observed bedding joint, dipping 75 to60°, tight. Unit is 80%SANDSTONE; 20%SILTSTONE.SILTSTONE beds are sheared and polished with up to1/16" thick lean CLAY lining.

SEDIMENTARY ROCK, (SILTY SANDSTONE) mediumto fine grained; massive to very thickly bedded; darkbluish gray; fresh; moderately soft to moderately hard;poorly to moderately indurated; moderately fractured, upto 1/8" thick lean CLAY lining. At Elev 223.0', observed shear/fault zone, dipping 90 to70°, 1/8" thick lean CLAY lining; tight.

At Elev 222.0', observed fault, dipping 70°, 1/8" thicklean CLAY lining; tight.

100

100

98

97

70

83

83

C39

C40

C41

C42

C43

C44

C45

50

57

53

58

20

50

80

11

7

EM, M, SD, UC=316psi, UW

M, PA, PL, SD, UW

PTS

114

116

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET7 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

249.00

247.00

245.00

243.00

241.00

239.00

237.00

235.00

233.00

231.00

229.00

227.00

225.00

223.00

221.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205


At Elev 214.0', becomes coarse to fine SAND to 212.5'(El.: 212.5').

At Elev 212.5', observed fault, dipping 85 to 60°, 1/8"thick lean CLAY lining; tight.

At Elev 212.4', becomes medium to fine grained. At Elev 211.2', observed fault, dipping 70°, 1/8" thicklean CLAY lining; tight.

At Elev 211.1', observed bedding joint, dipping 50°, 12"zone, thinly bedded with very thin to thin SILTSTONE.

At Elev 209.5', observed fault, dipping 90 to 80°, 1/16"thick lean CLAY lining; tight.

At Elev 208.5', observed fault, dipping 80°, 1/16" thicklean CLAY lining; tight. Offsets local SILTSTONE beds..

At Elev 206.7', observed fault, dipping 60°, 1/16" thicklean CLAY lining; tight. Truncates local SILTSTONEbeds..


At Elev 206.0', observed fault, dipping 70°, 1/16" thicklean CLAY lining; tight. Truncates local SILTSTONEbeds. Rock becomes soft.

At Elev 201.0', observed fracture zone, tight, with up to1/8" thick lean CLAY lining.



Piezometer Sensor Installed at 124.5' (El. 300.5')


83

100

100

93

54

C45

C46

C47

C48

C49

80

100

100

52

25

11

14

M, PA, UW

M, UW

118

113

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-005EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET8 of 8

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

219.00

217.00

215.00

213.00

211.00

209.00

207.00

205.00

203.00

201.00

199.00

197.00

195.00

193.00

191.00

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

ASPHALT (2").AGGREGATE BASE (3").SANDY SILTY CLAY (CL-ML); brown; moist; mostly lowplasticity fines; some fine SAND; trace fine GRAVEL;homogeneous; (ALLUVIUM).

100

100

100

100

B01

S02

S03

S04

S05

12

15

M, PA, UW

M, DS, PA, PI, UW

122429

91110

111319

101212

125

120


NE

SURFACE ELEVATION


Hollow-Stem Auger to 60'; Rotary Wash to TDDRILL RIG




BEGIN DATE


3-22-13LOGGED BY


34° 5' 23.94852" / -118° 9' 11.19711" NAD83HOLE ID

R-13-006DRILLING CONTRACTOR

Jet Drilling, Inc




120.8 ft

BOREHOLE DIAMETER

8" to 60'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

R-13-006EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

503.60

501.60

499.60

497.60

495.60

493.60

491.60

489.60

487.60

485.60

483.60

481.60

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

53

21

32

24

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

SANDY SILTY CLAY (CL-ML) (continued).

Light olive brown; few fine SAND; stratified.

Lean CLAY (CL); light olive brown; moist; mostly mediumplasticity fines; few fine SAND; homogeneous.

SANDY SILT (ML); dark yellowish brown; moist; mostlyfines; some fine SAND; homogeneous.

CLAYEY SAND (SC); very dense; dark brown; moist;mostly coarse and fine SAND; little low to mediumplasticity fines; homogeneous; moderate cementation.

Well-graded SAND with SILT (SW-SM); strong brown;moist; mostly coarse to fine SAND; few fines; trace fineGRAVEL; homogeneous; weak cementation, some ironoxide staining.

89

78

72

89

72

100

S06

S07

S08

S09

S10

S11

9

11

M, PA, PI

PA

PA, PI

DS, M, PA, UW

PA, PI

111519

121414

131927

5913

184150

333950

118

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

R-13-006EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

479.60

477.60

475.60

473.60

471.60

469.60

467.60

465.60

463.60

461.60

459.60

457.60

455.60

453.60

451.60

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

34

28

46

22

91

89

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Well-graded SAND with SILT (SW-SM) (continued).

Very dense.

SEDIMENTARY ROCK, (SILTSTONE); thinly beddedwith thin (CLAYSTONE) interbeds; olive and brownishyellow; moderately weathered; very soft to soft; (PUENTEFORMATION).

At Elev 440.6', observed bedding joint, dipping 70 to60°, iron oxide stained, slaking.

At Elev 430.6', becomes grayish brown and yellowishbrown.

100

50

100

100

100

17

12

C17

C18

0

0

S12

S13

S14

S15

S16

3

27

22

M, PA, UW

M, PA, PI, UC=41.5psi, UW

CR

PA, PI, SD, UU

100100-5"

43100-5"

1834

50-5"

152427

40100

123

97

104UU =2.63

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

R-13-006EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

449.60

447.60

445.60

443.60

441.60

439.60

437.60

435.60

433.60

431.60

429.60

427.60

425.60

423.60

421.60

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

51

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85


At Elev 415.6', with few fine SANDSTONE beds.

At Elev 410.6', observed bedding joint, dipping 90 to80°, dark yellowish brown with gray laminations.

At Elev 405.6', becomes predominantly SILTSTONE;laminated; dark yellowish brown and yellowish red.

At Elev 400.6', observed bedding joint, dipping 80 to70°, iron oxide stained beds, slaking.

88

88

100

100

100

S19

S20

S21

S22

S23

29

26

29

28

CR, M, PA, PI, UC=35.6psi, UW

EM, M, UC= 73.5psi, UW

M, SD, UW

M, PA, PI, UU, UW

2540

50-5"

2241

50-4"

212743

2243

50-4"

122236

95

99

94

97 UU =1.83

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

R-13-006EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

419.60

417.60

415.60

413.60

411.60

409.60

407.60

405.60

403.60

401.60

399.60

397.60

395.60

393.60

391.60

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

70

58

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

At Elev 390.6', becomes slightly weathered. At Elev 390.5', observed bedding joint, dipping 20°,slaking.

At Elev 385.6', becomes slightly weathered to fresh; verydark gray with greenish gray laminations; soft.



91

100

S24

S25

24 M, PA, PI, UW43100-5"

70100-4"

103

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

R-13-006EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET5 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

389.60

387.60

385.60

383.60

381.60

379.60

377.60

375.60

373.60

371.60

369.60

367.60

365.60

363.60

361.60

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

ASPHALT (3.5").AGGREGATE BASE (3").SILTY SAND (SM); very dense; dark yellowish brown;moist; mostly coarse to fine SAND; some low plasticityfines; few fine GRAVEL; homogeneous, weak tomoderate cementation; (ALLUVIUM).

Dense; strong brown; mostly medium to fine SAND; weakcementation.

Brown; dry; mostly fine SAND.

SANDY SILT (ML); brown; moist; mostly low plasticityfines; some medium to fine SAND; homogeneous.

Poorly graded SAND with SILT (SP-SM); medium dense;strong brown; moist; mostly medium to fine SAND; few to

75

78

94

67

B01

S02

S03

S04

S05 5

PA

PA

M, PA, UW

1950

50-4"

131628

131320

81919

103


45.0 ft

SURFACE ELEVATION



IR-8400 to 53'; CME-85 to TDSPT HAMMER TYPE



BEGIN DATE


3-18-13LOGGED BY


34° 5' 16.55525" / -118° 9' 41.26998" NAD83HOLE ID






271.0 ft

BOREHOLE DIAMETER

8" to 87'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

491.10

489.10

487.10

485.10

483.10

481.10

479.10

477.10

475.10

473.10

471.10

469.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

44

33

38

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

little low plasticity fines; homogeneous; weakcementation.Poorly graded SAND with SILT (SP-SM) (continued).

SANDY SILTY CLAY (CL-ML); reddish brown; moist;mostly low plasticity fines; some medium to fine SAND;trace fine GRAVEL; homogeneous; <5% porosity to1/16".

SILTY SAND (SM); dense; strong brown; moist; mostlycoarse to fine SAND; some low plasticity fines; little fineGRAVEL; homogeneous; weak to moderate cementation.

Moist to wet; lacks GRAVEL.

Well-graded SAND with SILT (SW-SM); very dense;brown; wet; mostly coarse to fine SAND; few low plasticityfines; few fine GRAVEL; homogeneous; weakcementation.

Poorly graded SAND with GRAVEL (SP); yellowishbrown; wet; mostly coarse to medium SAND; little coarseto fine GRAVEL; homogenous; weak cementation.

SILTY SAND (SM); medium dense; brown; wet; mostlyfine SAND; some low plasticity fines; homogeneous;weak cementation.

78

67

94

100

78

33

S06

S07

S08

S09

S10

S11

16

16

PA, PI

PA

M, UW

PA

M, UW

81114

81320

101524

4824

82647

114030

113

112

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

467.10

465.10

463.10

461.10

459.10

457.10

455.10

453.10

451.10

449.10

447.10

445.10

443.10

441.10

439.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

25

33

39

32

73

70

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SILTY SAND (SM) (continued).

SILTY SAND (SM); dark yellowish brown; wet; mostlymedium to fine SAND; little low plasticity fines; trace fineGRAVEL; homogeneous; weak cementation.

Very dense.

SEDIMENTARY ROCK, (CLAYSTONE); massive; strongbrown; decomposed; (SANDY fat CLAY (CH); strongbrown; moist; mostly medium to high plasticity fines; tracefine SAND; homogeneous; (FERNANDO FORMATION)).

SEDIMENTARY ROCK, (CLAYSTONE); massive; lightgrayish brown to brown; moderately weathered; very soft;very slightly fractured, randomly oriented, tight; locallyabundant bioturbation structures, possibly indicative ofbedding. Local soft sediment deformation.

89

0

89

100

78

75

S12

S13

S14

S15

S16

S17

21

26

M, PA

PA, PI

M, PA, PI, UU, UW

81116

50-6"

202418

122745

81219

2145

50-4"

99 UU =3.34

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

437.10

435.10

433.10

431.10

429.10

427.10

425.10

423.10

421.10

419.10

417.10

415.10

413.10

411.10

409.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

27

42

72

31

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85


At Elev 402.1', observed

At Elev 401.1', observed numerous tight, randomlyoriented shears and fractures, polished and clay linedup to 1/16" thick.

At Elev 396.1', becomes grayish brown to yellowish red,slightly fractured.



At Elev 381.1', observed abundant bioturbationstructures, elongated, 1/2" to 3" long and 1/8" to 1/2"thick.

At Elev 379.3', observed random fracture, dipping 70°,tight; smooth.

At Elev 378.7', observed random fracture, dipping 80°,

67

100

100

97

100

0

100

C19

C20

C21

C22

C23

C24

88

100

97

50

0

67

S18

19

29

M, PI

EM, M, UW, UC=134psi

151626

93

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

407.10

405.10

403.10

401.10

399.10

397.10

395.10

393.10

391.10

389.10

387.10

385.10

383.10

381.10

379.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

4285

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

tight; rough.

Thinly to very thinly bedded with few thin interbeds of fineSANDSTONE: gray and strong brown; slightlyweathered; very soft; slightly fractured; some slakingalong bedding planes. At Elev 373.1', observed bedding joint, dipping 20 to10°.

At Elev 366.1', observed bedding joint, dipping 30 to20°, tight. Rock becomes very soft to soft.

At Elev 363.1', observed bedding joint, dipping 30°,tight. CLAYSTONE is very dark gray.

At Elev 361.9', observed fault, dipping 80°, 1/16" thicklean CLAY lining, smooth.

At Elev 359.6', observed contact, dipping 60 degrees,likely soft sediment deformation feature, material changebelow.

Massive; very dark gray; slightly weathered to fresh;moderately soft to soft; very slightly fractured; locallyabundant bioturbation structures (light bluish gray) andsoft sediment deformation features. At Elev 357.7', observed SANDSTONE bed; strongbrown; subhorizontal; majority has been washed out dueto drilling.

At Elev 356.9', observed SANDSTONE bed; strongbrown; subhorizontal; majority has been washed out dueto drilling.

At Elev 355.1', becomes very dark bluish gray, fresh. At Elev 354.3', observed random fracture, dipping 30°,tight, smooth to slightly rough.

At Elev 354.1', observed random fracture, dipping 50°,tight, smooth to slightly rough.

At Elev 349.1', observed fault, dipping 60°, 1/16" thicklean CLAY lining, smooth to slightly rough.

100

80

70

100

90

100

70

C24

C25

C26

C27

C28

C29

C30

67

70

63

90

90

100

60

25

21

20

13

PA, PI, UU

M, PA, PI, SD


M, PA, SD, UW

99

108

108

UU =4.34

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET5 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

377.10

375.10

373.10

371.10

369.10

367.10

365.10

363.10

361.10

359.10

357.10

355.10

353.10

351.10

349.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

At Elev 345.4', observed bedding joint, dipping 20 to 0°,3" thick cemented SILTSTONE bed; moderately hard tohard.

At Elev 345.1', becomes dark greenish gray withgreenish gray bioturbation structures, unfractured.

At Elev 341.3', observed bedding joint, dipping 20 to10°, undulatory SILTSTONE lamination.

At Elev 334.1', observed abundant bioturbationstructures dipping less than 10 degrees.

PTS: Laminated siltstone; 68% biotite; 15% muscovite;10% plagioclase; 7% quartz. At Elev 327.1', becomes greenish black.

At Elev 322.1', observed abundant bioturbationstructures dipping 10 to 20 degrees.

70

90

100

0

100

100

100

100

C30

C31

C32

C33

C34

C35

C36

C37

60

80

100

0

100

100

100

100

21

22

23

24

15

EM, M, PL, UW, UC=274psi

M, PA, PI, PL, SD, UW

CR


PA, PI

PTS


M, PA, PI, SD, UW

107

105

104

100

105

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET6 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

347.10

345.10

343.10

341.10

339.10

337.10

335.10

333.10

331.10

329.10

327.10

325.10

323.10

321.10

319.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

At Elev 301.6', observed bedding joint, dipping 20 to10°, some very fine SANDSTONE beds up to 1/4" thick,continues to 194' (El.: 231').

At Elev 300.4', observed fault, dipping 20°, 1/16" thicklean CLAY lining, tight.

Bedding joint dipping 25 to 30°, 12" thick zone of verythinly bedded to laminated SILTSTONE, slaking alongbedding planes, smooth.

100

0

100

100

100

100

100

100

C38

C39

C40

C41

C42

C43

C44

C45

100

0

100

100

100

100

100

100

23

23

22

20

EM, M, PL, UW, UC=74psi

EM, M, PL, SD, UW, UC=254psi

PA

CR, PA, PI, UC=397psi

EM, M, SD, UC=428psi

103

105

100

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET7 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

317.10

315.10

313.10

311.10

309.10

307.10

305.10

303.10

301.10

299.10

297.10

295.10

293.10

291.10

289.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

PTS: Laminated siltstone; 65% biotite; 15% muscovite;10% plagioclase; 10% quartz.

At Elev 282.1', observed abundant bioturbationstructures dipping 15 to 20 degrees.

At Elev 279.1', observed few shell fragments.

At Elev 277.1', observed bedding joint, dipping 20 to10°, 2" thick very fine SANDSTONE bed, greenish gray.

At Elev 270.3', observed random fracture, dipping 60°,tight, slightly rough.

At Elev 269.6', observed bedding joint, dipping 25 to15°, 1.5' thick, thinly bedded to laminated SILTSTONEsequence; with 2-3" thick SANDSTONE bed, very darkbluish gray, at 224.3' (El.: 200.7').

SEDIMENTARY ROCK, (Fine SANDY SILTSTONE);massive; very dark greenish gray; fresh; very soft; poorlyindurated; unfractured; with locally abundant bioturbationstructures (light bluish gray) and soft sedimentdeformation features. At Elev 263.9', observed bedding joint, dipping 30 to20°, 1" to 3" thick moderately indurated, moderatelyhard bed, dark grayish brown.

At Elev 261.6', observed bedding joint, dipping 30 to20°, 1" to 3" thick moderately indurated, moderatelyhard bed, dark grayish brown.

100

91

82

100

100

91

100

100

C45

C46

C47

C48

C49

C50

C51

C52

100

91

82

100

100

91

100

100

22

23

19

PA, PI, SD


PTS

PA

M, SD, UW

103

109

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET8 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

287.10

285.10

283.10

281.10

279.10

277.10

275.10

273.10

271.10

269.10

267.10

265.10

263.10

261.10

259.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

SEDIMENTARY ROCK (continued). At Elev 257.8', observed bedding joint, dipping 20 to10°, 2-3" thick SANDSTONE bed, very dark bluish gray.

At Elev 244.9', observed bedding joint, dipping 30 to20°, 1" to 3" thick moderately indurated, moderatelyhard bed, dark grayish gray.

SEDIMENTARY ROCK, (SILTSTONE); massive; verydark greenish gray; fresh; soft; unfractured; locallyabundant bioturbation structures (dark greenish gray)and soft sediment deformation features.

At Elev 231.1', observed bedding joint, dipping 20 to10°, 2-3" thick thinly bedded SILTSTONE.

100

100

100

100

100

100

100

C52

C53

C54

C55

C56

C57

C58

100

100

100

100

100

100

100

17

18

PA


PA, UC=363psi

117

112

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET9 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

257.10

255.10

253.10

251.10

249.10

247.10

245.10

243.10

241.10

239.10

237.10

235.10

233.10

231.10

229.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265


Abundant bioturbation structures dipping 20 degrees.



Piezometer Sensors Installed at 52' and 200' (El. 493.1',and 293.1')


100

100

C58

C59

100

100

20 PA, SD, UC=533psi107

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-007EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET10 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

227.10

225.10

223.10

221.10

219.10

217.10

215.10

213.10

211.10

209.10

207.10

205.10

203.10

201.10

199.10

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

295

ASPHALT (3").AGGREGATE BASE (9").SILTY SAND (SM); yellowish brown; moist; mostly coarseto fine SAND; little fines; few fine GRAVEL;homogeneous; weak cementation (ALLUVIUM).

Loose.

Light olive brown; mostly medium to fine SAND.

Very dense; trace GRAVEL, stratified.

100

100

100

100

B01

S02

S03

S04

S05

10

4

M, PI, UW

PA

DS, PA

578

444

81828

223843

114

115


NE

SURFACE ELEVATION






BEGIN DATE


3-25-13LOGGED BY


34° 6' 39.83764" / -118° 9' 3.307107" NAD83HOLE ID


Jet Drilling, Inc




96.5 ft

BOREHOLE DIAMETER

8 in


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-008EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

613.50

611.50

609.50

607.50

605.50

603.50

601.50

599.50

597.50

595.50

593.50

591.50

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

15

8

46

81

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

SILTY SAND (SM) (continued).Some fine SAND; few fine GRAVEL.

Very dense; mostly coarse to fine SAND; little fineGRAVEL; little fines; stratified.

Mostly fine SAND; some fines.

Poorly graded SAND with SILT (SP-SM); very dense;yellowish brown; moist; mostly coarse to fine SAND; littlefine GRAVEL; few fines; stratified; weak cementation.

100

78

17

100

100

100

S06

S07

S08

S09

S10

S11

10

13

M, PA, UW

PA

DS, PA

PA

2238

50-5"

182025

3295

192934

111632

322833

119

111

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-008EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

589.50

587.50

585.50

583.50

581.50

579.50

577.50

575.50

573.50

571.50

569.50

567.50

565.50

563.50

561.50

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

45

63

48

61

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Poorly graded SAND with SILT (SP-SM) (continued).

Well-graded SAND with SILT (SW-SM); very dense;yellowish brown; moist; mostly medium to fine SAND; fewfines; trace fine GRAVEL; homogeneous; weakcementation.

Mostly coarse to fine SAND; little fine GRAVEL; few fines.

SILTY SAND (SM); very dense; yellowish brown; moist;mostly coarse to fine SAND; little fines; trace GRAVEL;homogeneous; weak cementation.

Well-graded SAND with SILT (SW-SM); yellowish brown;moist; mostly coarse to fine SAND; little coarse to fineGRAVEL; few fines; homogeneous; weak cementation.

Very dense; few GRAVEL, stratified.

73

100

83

100

67

50

S12

S13

S14

S15

S16

S17

3

2

2

2

M, PA, UW

PA

M, DS, PA, UW

CR, M

DS, M, PA, UW

4550-5"

182026

70100

3569

7992

3071

114

108

105

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-008EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

559.50

557.50

555.50

553.50

551.50

549.50

547.50

545.50

543.50

541.50

539.50

537.50

535.50

533.50

531.50

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

46

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Well-graded SAND with SILT (SW-SM) (continued).

SILTY SAND (SM); dense; dark yellowish brown; moist;mostly fine SAND; some fines; homogeneous; weakcementation.



0

100

67

S18

S19

S20 9 M, PA, UW

100-2"

141618

2035

50-5"

118

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-008EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

529.50

527.50

525.50

523.50

521.50

519.50

517.50

515.50

513.50

511.50

509.50

507.50

505.50

503.50

501.50

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

34

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

ASPHALT (5").SILTY SAND (SM); loose; yellowish red; moist; mostlymedium to fine SAND; some fines; few fine GRAVEL;homogeneous; weak cementation; (ALLUVIUM).

Poorly graded SAND (SP); yellowish brown; moist; mostlymedium to fine SAND; few fines; homogeneous; weakcementation.

Well-graded SAND with SILT and GRAVEL (SW-SM);dense; yellowish brown; moist; mostly coarse to fineSAND; little fine GRAVEL; few fines; homogeneous; weakcementation.

100

67

100

89

B01

S02

S03

S04

S05

10

11

4

M, PA

M, UW

M, PA, UW

223

369

111216

284048

102

119


92.0 ft

SURFACE ELEVATION



CME-95 to 120'; CME-85 to TDSPT HAMMER TYPE



BEGIN DATE


3-26-13LOGGED BY


34° 6' 44.52444" / -118° 9' 26.03744" NAD83HOLE ID






267.0 ft

BOREHOLE DIAMETER

8" to 147'; 3.8" to TD


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

648.90

646.90

644.90

642.90

640.90

638.90

636.90

634.90

632.90

630.90

628.90

626.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

5

15

28

88

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Well-graded SAND with SILT and GRAVEL (SW-SM)(continued).Very dense.

Few fine GRAVEL.

SANDY SILT (ML); strong brown; moist; mostlynon-plastic fines; some fine SAND; homogeneous.

Yellowish brown.

SILTY SAND (SM); brown; moist; mostly fine SAND;some non plastic fines; homogeneous; weak cementation.

100

67

100

67

100

94

S06

S07

S08

S09

S10

S11

3

9

3

DS, PA

PI

M, PA, UW

DS, PA, PI

3050

262627

131728

152228

131115

161739

105

98

101

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

624.90

622.90

620.90

618.90

616.90

614.90

612.90

610.90

608.90

606.90

604.90

602.90

600.90

598.90

596.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

53

45

50

26

56

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SILTY SAND (SM) (continued).Dense; moist to wet; Minor free water.

Moist.

Very dense.

SANDY SILT (ML); brown; moist; mostly non-plasticfines; some fine SAND; homogeneous.

100

89

94

75

100

67

S12

S13

S14

S15

S16

S17

4

12

M, PA, UW

DS, PA

121620

242935

171919

2344

50-4"

202426

293050

113

110

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

594.90

592.90

590.90

588.90

586.90

584.90

582.90

580.90

578.90

576.90

574.90

572.90

570.90

568.90

566.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

36

64

38

50

80

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

SANDY SILT (ML) (continued).

Some medium to fine SAND.

Trace fine GRAVEL.

SILTY SAND (SM); yellowish brown; wet; mostly coarseto fine SAND; little fines; trace fine GRAVEL;homogeneous; weak cementation.

Very dense; Locally stratified with two - 1" to 2" thick SILTlenses, low plasticity.

SANDY SILTY CLAY (CL-ML); dark yellowish brown;moist to wet; mostly low plasticity fines; some coarse tofine SAND; few fine GRAVEL; homogenous.

89

67

100

79

71

100

S18

S19

S20

S21

S22

S23

15

12

PI

M, PA, UW

M, PA, UW

181826

192750

223045

1836

50-2"

3044

50-5"

50-4"

118

126

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

564.90

562.90

560.90

558.90

556.90

554.90

552.90

550.90

548.90

546.90

544.90

542.90

540.90

538.90

536.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

44

77

75

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

SANDY SILTY CLAY (CL-ML) (continued).

SILTY SAND (SM); olive; wet; mostly fine SAND; somelow plasticity fines; stratified with faintly darker horizons;weak cementation.

Very dense.

IGNEOUS ROCK, (QUARTZ DIORITE); medium grained;strong brown; decomposed to intensely weathered;(CLAYEY SAND (SC); very dense; moist; mostly coarseto medium SAND; some medium plasticity fines;moderate cementation); (Wilson Quartz Diorite).

58

33

0

12

100

78

44

S24

S25

S26

S27

S28

S29

S30

14

21

21

12

M, PA, PI

Flowing sands encountered

M, PA

Sampler bouncingM, PA, UW

CR, M

2650

50

50-3"

4745

50-5"

625045

6739-3"

6050-3"

110

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET5 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

534.90

532.90

530.90

528.90

526.90

524.90

522.90

520.90

518.90

516.90

514.90

512.90

510.90

508.90

506.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

95

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

IGNEOUS ROCK (continued).

IGNEOUS ROCK, (QUARTZ DIORITE); medium grained;phaneritic; strong brown; moderately weathered;moderately hard; intensely fractured; unit has abundanttotally healed fractures, up to 1/8" thick. At Elev 502.4', observed fracture zone, dipping 60 to40°, 1/8" thick lean CLAY lining; tight; slightly rough.

At Elev 498.9', observed fracture zone, dipping 70 to40°, 1/16" thick lean CLAY and manganese lining; tight;slightly rough, locally slickensided.

At Elev 495.4', observed fault, dipping 60 to 35°, 1/16"thick lean CLAY lining; tight; slightly rough.

At Elev 493.9', observed fracture zone, dipping 50 to30°, manganese stained; tight; moderately rough torough.

At Elev 492.9', observed foliation joint, dipping 90 to70°, 1/4" wide felsic vein; brownish yellow; moderatelysoft; tight; undulatory.

At Elev 489.9', observed foliation joint, dipping 80°, 3/8"wide felsic vein; brownish yellow; moderately soft; tight;undulatory.

At Elev 488.9', observed fracture zone, dipping 50 to30°, manganese stained; tight; moderately rough torough.

At Elev 485.9', becomes moderately to intenselyfractured.

At Elev 484.2', observed foliation joint, dipping 70°, 1/8"to 2" wide felsic vein; yellow; moderately soft; tight;undulatory; continues to178.7' (El.: 472.2').

At Elev 483.9', becomes slightly weathered. At Elev 483.4', observed fracture zone, dipping 30 to 0°,numerous subhorizontal; manganese stained; tightfractures; moderately rough to rough.

At Elev 477.4', observed 1' thick; soft; easily friablezone.

86

64

92

94

100

100

C32

C33

C34

C35

C36

C37

0

0

0

20

40

0

5

6

M, PL, UW

EM, M, UC=436psi, UW

141

139

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET6 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

504.90

502.90

500.90

498.90

496.90

494.90

492.90

490.90

488.90

486.90

484.90

482.90

480.90

478.90

476.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175


At Elev 475.3', observed random fracture, dipping 60°, 0to 1/16" thick; lean CLAY and manganese lining; tight;moderately rough to rough.

At Elev 473.9', becomes slightly to moderatelyweathered.

At Elev 471.9', observed random fracture, dipping 40°,manganese lined; tight; moderately rough.


At Elev 470.4', observed shear/fault zone, dipping 70°,1.5' thick gouge zone; rock is pulverized; shear plane incenter is moderately rough, lined with 1/8" thick, blackSANDY SILT; gouge zone varies, strong brown to blackto white.

At Elev 468.9', becomes intensely fractured. At Elev 468.8', observed foliation joint, dipping 90 to80°, 1/8" to 3/8" wide felsic vein; 2' long; yellow;moderately hard; tight.

At Elev 467.9', observed fracture zone, dipping 70 to30°, manganese lined; tight; moderately rough.

At Elev 463.9', becomes hard, moderately fractured. At Elev 463.8', observed fracture zone, dipping 55 to40°, manganese lined; tight; moderately rough;continues to 191' (El.: 459.9).

At Elev 462.9', observed fault, dipping 50°, 1/2" thickSANDY lean CLAY lining; stepped and smooth; white.

PTS: Sheared quartz diorite; 71% plagioclase; 15%biotite; 14% quartz.

At Elev 459.7', observed fault, dipping 30°, 1/8" thick;lean CLAY and manganese lining; tight; smooth toslightly rough.

At Elev 459.1', observed fault, dipping 0°, 1/8" thick;lean CLAY and manganese lining; tight; moderatelyrough.

At Elev 458.9', becomes intensely fractured; typicallytight and well healed, local manganese staining.

At Elev 456.5', observed fault, dipping 10 to 0°, 1/2"thick SANDY lean CLAY gouge; stepped and smooth;white.

At Elev 455.9', observed fault, dipping 80 to 60°, 1/16"to 3/8" thick black lean CLAY gouge; stepped andsmooth.

At Elev 455.1', observed fault, dipping 20°, 1/8" thick;lean CLAY and manganese lining; tight; smooth; rock ispulverized between faults at 195.8' and 196'.

At Elev 454.9', observed fault, dipping 60°, 1/8" thick;lean CLAY and manganese lining; tight; moderatelyrough.

At Elev 453.9', becomes very intensely fractured to 207';fractures are typically manganese lined and tight.

At Elev 453.8', observed fracture zone, dipping 70 to10°, manganese lined; tight; moderately rough;continues to 207' (El.: 443.9').

100

100

100

100

100

100

96

C37

C38

C39

C40

C41

C42

C43

0

30

0

60

0

0

0

2

2

4

M, PL, UW

CR, M

PTS


139

147

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET7 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

474.90

472.90

470.90

468.90

466.90

464.90

462.90

460.90

458.90

456.90

454.90

452.90

450.90

448.90

446.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

At Elev 446.3', observed fault, dipping 65°, 1/8" thick;lean CLAY and manganese lining; tight; smooth toslightly rough.

At Elev 443.9', becomes slightly weathered; hard;moderately to intensely fractured.

At Elev 442.6', observed fault, dipping 60 to 50°, 1"to 2"thick lean CLAY gouge and manganese lining; tight;smooth to slightly rough.




At Elev 438.9', becomes moderately hard.

At Elev 437.8', observed fault, dipping 30 to 20°, 1/8"thick; lean CLAY lining; tight; smooth to slightly rough.

At Elev 437.4', observed fault, dipping 30°, 1/8" thick;lean CLAY lining; tight; smooth to slightly rough.

At Elev 437.3', observed fault, dipping 50°, 1/8" thick;lean CLAY lining; tight; smooth to slightly rough.


At Elev 433.9', becomes hard. At Elev 433.8', observed fracture zone, dipping 40 to20°, manganese lined; tight; moderately rough;continues to 222' (El.: 428.9').


At Elev 424.7', observed fault, dipping 40 to 20°,manganese lined; tight; moderately rough.

At Elev 423.9', observed fracture zone, dipping 50 to 0°,spaced every 2" to 6"; manganese lined; tight;moderately rough; continues to 257.8' (El.: 393.1'). PTS:Sheared quartz diorite; 75% plagioclase; 13% quartz;12% biotite.

At Elev 421.7', observed fault, dipping 60°, 1/8" thickSANDY lean CLAY lining; tight; smooth to slightlyrough,.

At Elev 419.9', observed fault, dipping 60°, 1/8" thicklean CLAY lining; tight; smooth to slightly rough.

96

100

100

100

100

100

100

C43

C44

C45

C46

C47

C48

C49

0

66

40

40

46

72

30

2

1

3

2

3

EM, M, PL, UC=892psi, UW

CAI, M, PL, UW

PL

M, PL, UW

PTS

M, PL, UW


148

151

149

149

147

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET8 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

444.90

442.90

440.90

438.90

436.90

434.90

432.90

430.90

428.90

426.90

424.90

422.90

420.90

418.90

416.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

At Elev 413.2', observed fault, dipping 20°, 1/8" thickSANDY lean CLAY lining; tight; smooth to slightly rough.



At Elev 396.9', observed fault, dipping 60 to 30°, 1/4"thick SANDY lean CLAY lining; tight; smooth to slightlyrough. CLAY gouge to 255' (EL.: 395.9').

At Elev 396.3', observed fault, dipping 50°, 3/8" thickSANDY lean CLAY lining; tight; smooth to slightly rough.Main splay between 254' and 255'.

At Elev 396.1', observed fault, dipping 30°, 1/16" thicklean CLAY lining; tight; smooth to slightly rough.

At Elev 393.3', observed fracture zone, dipping 20 to 0°,manganese lined; tight; moderately rough.



At Elev 389.5', observed fracture zone, dipping 60 to 0°,spaced every 2" to 6"; manganese lined; tight;moderately rough to rough; continues to 267' (El.:383.9').

100

96

100

100

36

100

100

C49

C50

C51

C52

C53

C54

C55

30

0

30

60

36

40

30

2

2

2

PL

M, PL



153

149

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET9 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

414.90

412.90

410.90

408.90

406.90

404.90

402.90

400.90

398.90

396.90

394.90

392.90

390.90

388.90

386.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265

PTS: Sheared tonalite; 67% plagioclase; 21% quartz;12% biotite.



Piezometer Sensors Installed at 100' and 199.5' (El.550.4', and 451.4')

100C55 30

PTS

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

RC-13-009EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET10 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

384.90

382.90

380.90

378.90

376.90

374.90

372.90

370.90

368.90

366.90

364.90

362.90

360.90

358.90

356.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

295

ASPHALT (8.5").

Poorly graded SAND (SP); dark yellowish brown; moist;few fine, subangular GRAVEL; mostly medium to fineSAND; few nonplastic fines; weak cementation; soildevelopment: A-horizon grading to Bk soil horizon.[ALLUVIUM].

SILTY SAND with GRAVEL and COBBLES (SM); darkyellowish brown; moist; little fine, subangular GRAVEL;mostly medium to fine SAND; little nonplastic fines;micaceous; %5 COBBLES, GRANITE, very intenselyweathered, soft, disturbed due to drilling.

Coarse to fine SAND.

100

100

100

100

100

100

O01

O02

O03

O04

O05

O06

2

Hand Auger to 5'

PA, M

AFTER DRILLING (DATE)DURING DRILLING151.0 ft

SURFACE ELEVATION


SonicDRILL RIG

600 T Roto SonicSPT HAMMER TYPE

N/ABOREHOLE BACKFILL AND COMPLETION


BEGIN DATE


3-8-13LOGGED BY

M. HerzbergBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 7' 3.973722" / -118° 9' 22.46405" NAD83HOLE ID

O-13-010DRILLING CONTRACTOR

Boart Longyear Company


N/ASAMPLER TYPE(S) AND SIZE(S) (ID)

3.5" ID polytube; polybagTOTAL DEPTH OF BORING

272.0 ft

BOREHOLE DIAMETER

4 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYM. Strane

DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

691.46

689.46

687.46

685.46

683.46

681.46

679.46

677.46

675.46

673.46

671.46

669.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

(continued).

Increased fines.

SILT with SAND and COBBLES (ML); dark yellowishbrown; moist; trace angular GRAVEL; little medium tofine SAND; mostly low to medium plasticity, mediumdry strength fines; COBBLES, GRANITE, moderatelyweathered, hard, ~3-4'' diameter.

Poorly graded SAND (SP); dark yellowish brown; moist;trace angular GRAVEL; mostly fine SAND; tracenonplastic fines; weak cementation.

Poorly graded SAND (SP) thinly bedded with thininterbeds of SILT (ML) Poorly graded SAND(SP);brown; moist; mostly coarse to fine SAND; trace fines;some subangular GRAVEL; weak cementation. SILT(ML); light gray; moist; low plasticity; rapid dilatancy.SILTY CLAY with GRAVEL (CL-ML); dark yellowishbrown; moist; little fine, angular GRAVEL; trace fineSAND; mostly low plasticity fines.SILTY CLAY (CL-ML); pale yellow; moist; trace coarse,angular GRAVEL; few fine SAND; mostly low plasticityfines.SILTY SAND (SM); yellowish brown; moist; mostly fineSAND; some nonplastic to low plasticity fines; fewcoarse to fine GRAVEL; slightly micaceous; moderatecementation.

SILT (ML); dark yellowish brown; moist; few fine SAND;mostly low plasticity fines; micaceous.

100

100

100

100

100

100

100

100

O06

O07

O08

O09

O10

O11

O12

O13

7 PA, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

667.46

665.46

663.46

661.46

659.46

657.46

655.46

653.46

651.46

649.46

647.46

645.46

643.46

641.46

639.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SILTY CLAY (CL-ML); yellowish brown; moist; mostlylow plasticity fines.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; mostly coarse to fine SAND; fewnonplastic fines; weak cementation.SILT (ML); dark yellowish brown; moist; few fine SAND;mostly low plasticity fines.Poorly graded SAND with SILT and COBBLES(SP-SM); brown; moist; mostly coarse to fine SAND;few nonplastic fines; weak cementation; 15%COBBLES, GRANITE, moderately soft to moderatelyhard, 3-4'' diameter.Poorly graded SAND with SILT, GRAVEL, andCOBBLES (SP-SM); brown; moist; little, fine,subangular GRAVEL; mostly coarse to fine SAND; fewnonplastic fines; weak cementation; 15% COBBLES,GRANITE, moderately weathered, hard, ~3-4''diameter.

SILT with SAND (ML); dark yellowish brown; moist; littlefine SAND; mostly low plasticity fines.

Poorly graded SAND with GRAVEL (SP); brown; somefine, subangular GRAVEL; mostly coarse to fine SAND;few nonplastic fines; weak cementation.

SILT with SAND (ML); brown; moist; mostly nonplastic,low dry strength fines; micaceous.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; few GRAVEL; mostly coarse to fineSAND; few nonplastic fines; weak cementation.

SILTY SAND (SM); dark yellowish brown; moist; tracecoarse to fine GRAVEL; mostly coarse to fine SAND;some low plasticity fines; weak cementation.Well-graded SAND with SILT and GRAVEL (SW-SM);yellowish brown; moist; little coarse to fine GRAVEL;mostly coarse to fine SAND; few nonplastic fines; weakcementation; slightly micaceous.

100

100

100

100

100

100

100

100

100

O13

O14

O15

O16

O17

O18

O19

O20

O21

2 PA, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

637.46

635.46

633.46

631.46

629.46

627.46

625.46

623.46

621.46

619.46

617.46

615.46

613.46

611.46

609.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Well-graded SAND with SILT and GRAVEL (SW-SM)(continued).

SANDY SILT (ML); light yellowish brown; moist; fewGRAVEL; some medium to fine SAND; mostly lowplasticity fines.Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; trace GRAVEL; mostly medium to fineSAND; few nonplastic fines; weak cementation; slightlymicaceous.

SILT (ML); brown; moist; trace fine SAND; mostlynonplastic, low dry strength fines; fines downward.

SILTY SAND (SM); pale brown; moist; trace GRAVEL;mostly medium to fine SAND; little nonplastic fines;weak cementation; slightly micaceous; fines upward toSAND with SILT.

SILT (ML); brown; moist; trace fine SAND; mostlynonplastic, low dry strength fines; fines increase withdepth, micaceous.

SILTY SAND (SM); yellowish brown; moist; trace fineGRAVEL; mostly medium to fine SAND; somenonplastic fines; weak cementation; micaceous.

SILT with SAND (ML); dark yellowish brown; moist; littlefine SAND; mostly nonplastic fines; micaceous.

Poorly graded SAND (SP); yellowish brown; moist;trace GRAVEL; mostly coarse to fine SAND; few fines;weak cementation.

Fine SAND; trace nonplastic fines.SILTY CLAY (CL-ML); brown; moist; trace GRAVEL;few fine SAND; mostly low plasticity, high dry strengthfines; fines downward.

Poorly graded SAND with SILT (SP-SM); brown; moist;trace GRAVEL; mostly fine SAND; few nonplastic fines;weak cementation. At Elev 584.5', observed ~2'' thick SILTY SAND (SM)bed.

SILTY SAND (SM); brown; moist; trace GRAVEL;mostly coarse to fine SAND; some low plasticity fines;weak cementation.Poorly graded SAND (SP); brown; moist; traceGRAVEL; mostly coarse to fine SAND; few nonplasticfines; weak cementation.

At Elev 580.5', observed 2 inch thick fine SAND bed atthe bottom of unit.

SILTY SAND (SM) thickly bedded with thick interbedsof SILTY CLAY (CL-ML). SILTY SAND; brown; moist;

100

100

100

50

100

50

100

100

100

O21

O22

O23

O24

O25

O26

O27

O28

O29

2

7

PA, M

PA, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

607.46

605.46

603.46

601.46

599.46

597.46

595.46

593.46

591.46

589.46

587.46

585.46

583.46

581.46

579.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

mostly coarse to fine SAND; some fines; few fineGRAVEL; weak cementation. SILTY CLAY; darkyellowish brown to brown; moist; mostly non to lowplasticity fines; few fine SAND; slow to rapid dilatancy..(continued).

SILTY CLAY (CL-ML); dark yellowish brown; moist; fewfine SAND; mostly medium plasticity, low dry strengthfines.

Lean CLAY (CL) thickly bedded with thick interbeds ofSILTY SAND (SM); Lean CLAY; dark yellowish brown;moist; little medium to fine SAND; trace coarse to fineGRAVEL; low plasticity; slow to rapid dilatancy. SILTYSAND; moist; brown; mostly medium to fine SAND;some fines; few fine GRAVEL.

100

100

100

100

100

100

O29

O30

O31

O32

O33

O34

8

8

19

PA, Pl, M

PA, PI

PA

PA, M

PA, Pl, M, CR

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET5 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

577.46

575.46

573.46

571.46

569.46

567.46

565.46

563.46

561.46

559.46

557.46

555.46

553.46

551.46

549.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

(continued).

Fat CLAY (CH); yellowish brown; moist; mostly highplasticity fines.SILTY SAND (SM) thickly interbedded with thickinterbeds of SILT(ML); SILTY SAND; yellowish brown;moist; mostly fine SAND; some low plasticity fines;weak cementation; slightly micaceous. SILT; yellowishbrown; moist; mostly fines; little fine SAND; lowplasticity; rapid dilatancy; slightly micaceous.

100

100

100

100

100

O34

O35

O36

O37

O38

8

10

PA

PA, M

PA, PI

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET6 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

547.46

545.46

543.46

541.46

539.46

537.46

535.46

533.46

531.46

529.46

527.46

525.46

523.46

521.46

519.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

(continued).

SANDY SILT (ML); yellowish brown; moist; trace fineGRAVEL; some fine SAND; mostly nonplastic fines;slightly micaceous.

SANDY lean CLAY (CL); reddish brown; moist; somemedium to fine SAND; mostly low plasticity, mediumdry strength fines; some pedogenic soil development.

SANDY SILT (ML); yellowish brown; moist; some fineSAND; mostly nonplastic fines.

SILTY SAND (SM); reddish brown; moist; trace fineGRAVEL; mostly medium to fine SAND; somenonplastic to low plasticity fines; moderate cementation;micaceous, some pedogenic soil development.

Fat CLAY (CH); dark yellowish brown; moist; few fineSAND; mostly high plasticity, very high dry strengthfines; slightly micaceous, parent material to pedogenicsoil development in SILTY SAND (SM) above.

CLAYEY SAND (SC); brown; moist; trace fineGRAVEL; mostly coarse to fine SAND; little lowplasticity fines; moderate cementation.

Poorly graded SAND (SP); dark yellowish brown; moist;few fine GRAVEL; mostly coarse to fine SAND; few

100

100

100

100

O38

O39

O40

O41

20

7

PA, M

PA, PI

PA, Pl, M, CR

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET7 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

517.46

515.46

513.46

511.46

509.46

507.46

505.46

503.46

501.46

499.46

497.46

495.46

493.46

491.46

489.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

fines; moderate cementation; slightly micaceous.SILTY CLAY (CL-ML); brown; moist; little fine SAND;mostly high plasticity fines; micaceous.

SANDY SILT (ML); dark yellowish brown; moist; somefine SAND; mostly low plasticity fines; micaceous.Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; mostly fine SAND; little nonplastic fines;weak cementation; fines upward.SILTY CLAY (CL-ML); brown; moist; little fine SAND;mostly high plasticity, high dry strength fines;micaceous.SANDY lean CLAY (CL); brown; moist; some mediumto fine SAND; mostly low to medium plasticity, mediumdry strength fines. At Elev 483.5', observed trace SAND. At Elev 482.6', observed coarse GRAVEL andpossible decomposed cobble (IGNEOUS).

SILTY SAND (SM); brown; moist; trace fine GRAVEL;mostly medium to fine SAND; some low plasticity fines;weak cementation; pedogenic soil development (BtHorizon) with visible fine to coarse GRAVEL, white clayto silt coating ped surfaces, very pale brown.

Color to grayish green, clay staining ped surfaces.

Increased GRAVEL.

CLAYEY SAND (SC); brown; moist; mostly fine SAND;some low to medium plasticity fines; fines downward.

At Elev 471.2', becomes reddish brown.

SILTY SAND (SM); yellowish brown; moist; few coarseto fine GRAVEL; mostly coarse to fine SAND; littlefines.

Silty SAND with GRAVEL and COBBLES (SM); brown;moist; mostly coarse to fine SAND; little fines; little fineGRAVEL; micaceous; weak cementation; 5%COBBLES, GRANITE, intensely weathered, hard,broken due to drilling; fines downward.

At Elev 460.5', contains trace fine GRAVEL, finesdownward.

100

100

100

100

100

O41

O42

O43

O44

O45

10

PA, PI

PA, M

PA, PI

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET8 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

487.46

485.46

483.46

481.46

479.46

477.46

475.46

473.46

471.46

469.46

467.46

465.46

463.46

461.46

459.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

(continued).

SANDY SILT (ML); brown; moist; trace GRAVEL; somemedium to fine SAND; mostly medium plasticity, lowdry strength fines. At Elev 455.2', observed increased clay content, colortransitions to brown.

Lean CLAY (CL) moderately bedded with thin beds ofPoorly graded SAND (SP); Lean CLAY; brown; moist;low to medium plasticity; very slow dilatancy. Poorlygraded SAND; brown; moist; mostly medium to fineSAND; few fines; weak cementation.

Bedding fines downward.

SILTY SAND (SM); brown; moist; mostly medium tofine SAND; some fines; moderate cementation.

CLAYEY SAND (SC); brown; moist; trace GRAVEL;mostly medium to fine SAND; some fines; moderatecementation; fines upwards.

100

100

100

100

100

100

O45

O46

O47

O48

O49

O50

13 PA, Pl, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET9 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

457.46

455.46

453.46

451.46

449.46

447.46

445.46

443.46

441.46

439.46

437.46

435.46

433.46

431.46

429.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265

CLAYEY SAND (SC) (continued).

Poorly graded SAND with CLAY (SP-SC); darkyellowish brown; moist; mostly coarse to fine SAND;few low plasticity, low dry strength fines; weakcementation.

Borehole Terminated at Planned Depth

Piezometer Sensor Installed at 196' (El. 497.5').Bottom of borehole at 272.0 ft bgs

100O50

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-010EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET10 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

427.46

425.46

423.46

421.46

419.46

417.46

415.46

413.46

411.46

409.46

407.46

405.46

403.46

401.46

399.46

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

295

ASPHALT (6'').AGGREGATE BASE (12").

SILTY SAND (SM); dark yellowish brown; trace coarseto fine, subangular GRAVEL; coarse to fine SAND; littlefines; weak cementation [ALLUVIUM].

SANDY lean CLAY (CL) dark yellowish brown; moist;trace fine subangular GRAVEL; some coarse to fineSAND; mostly low plasticity low to medium dry strengthfines. At Elev 773.2', contains A-B horizon soil development. At Elev 773.0', contains moderate to strong Bt soilhorizon development Moderately thick clay films onped faces and thick clay films on clasts.

SILTY CLAY with COBBLES (CL-ML); yellowishbrown; moist; few fine SAND; mostly medium plasticity,low dry strength fines. 10% COBBLES, GRANITE,slightly weathered, moderately hard, broken due todrilling.

At Elev 765.3', observed increase in CLAY content.

SILTY SAND (SM); yellowish brown; moist; few fineGRAVEL; mostly coarse to fine SAND; little fines; weakcementation.Poorly graded SAND with CLAY and GRAVEL(SP-SC); strong brown; moist; some coarse to fineGRAVEL; mostly coarse to fine SAND; little fines;moderate cementation; Bt horizon soil development.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine, subrounded GRAVEL; mostlycoarse to fine SAND; few fines; weak cementation. At Elev 758.2', becomes oxidized, yellowish red.

100

90

90

100

O01

O02

O03

O04

Hand Auger to 5'

PA, PI

PA


SURFACE ELEVATION





Grout Well Cement, Portland CementGROUNDWATERREADINGS

BEGIN DATE


3-8-13LOGGED BY


34° 7' 37.06099" / 118° 9' 16.22499" NAD83HOLE ID


Martini Drilling Corporation



5-foot long split barrel; 3" diaTOTAL DEPTH OF BORING

103.6 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-015EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

776.26

774.26

772.26

770.26

768.26

766.26

764.26

762.26

760.26

758.26

756.26

754.26

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

(continued).

Well-graded SAND with SILT and GRAVEL (SW-SM)yellowish brown; moist; little fine subangular GRAVEL;mostly coarse to fine SAND; few fines; weakcementation.

Poorly graded SAND with GRAVEL (SP); yellowishbrown; moist; little coarse to fine subangular GRAVEL,mostly coarse to fine SAND; few fines; weakcementation.

Poorly graded SAND (SP); yellowish brown; moist;mostly medium to fine SAND; few fines; weakcementation.Poorly graded SAND with GRAVEL(SP); dark yellowishbrown; moist; little coarse to fine, subangular GRAVEL;mostly coarse to fine SAND; trace fines; weakcementation; increasing GRAVEL with depth.

Poorly graded SAND (SP); yellowish brown; moist; fewcoarse to fine, subangular GRAVEL; mostly coarse tofine SAND; trace fines; weak cementation; GRAVELdecreasing with depth.

Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; mostly coarse to fine SAND; littlenonplastic to low plasticity, low dry strength fines;moderate cementation.Poorly graded SAND (SP); yellowish brown; moist; fewcoarse to fine, subangular GRAVEL; mostly coarse tofine SAND; trace fines; weak cementation; fines

96

80

84

100

30

88

O05

O06

O07

O08

O09

O10

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-015EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

752.26

750.26

748.26

746.26

744.26

742.26

740.26

738.26

736.26

734.26

732.26

730.26

728.26

726.26

724.26

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

increasing with depth.Poorly graded SAND with SILT and COBBLES(SP-SM); yellowish brown; moist; few fine GRAVEL;mostly coarse to fine SAND; few fines; weakcementation; 10% COBBLES, GRANITE, slightlyweathered, moderately hard, 3" dia; fines upward.Poorly graded SAND (SP); yellowish brown; moist; fewcoarse to fine, subrounded GRAVEL; mostly coarse tofine SAND; trace fines; weak cementation; finesupward.

SILTY CLAY (CL-ML); yellowish brown; few fine SAND;mostly low to medium plasticity, low dry strength fines.

Poorly graded SAND (SP); yellowish brown; mostly fineSAND; few fines; moderate cementation; oxidized.Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; mostly fine SAND; little fines; moderatecementation.

Poorly graded SAND (SP); pale brown; moist; fewcoarse to fine GRAVEL; mostly coarse to fine SAND;trace fines; weak cementation.

Poorly graded SAND (SP) moderately bedded with thininterbeds of SILTY CLAY (CL-ML) and thin to moderateinterbeds of Poorly graded SAND with GRAVEL (SP);Poorly graded SAND; yellowish brown; moist; mostlyfine SAND; few fines; weak cementation. SILTY CLAY;stiff; light brownish gray; moist; trace fine SAND;mostly low to medium plasticity, low dry strength fines;rapid dilatancy. Poorly graded SAND with GRAVEL,yellowish brown; moist, mostly coarse to fine SAND;little coarse to fine subrounded GRAVEL; few fines;weak cementation; larger GRAVEL are decomposed.

SILTY SAND with GRAVEL (SM); yellowish brown;moist; little fine GRAVEL; mostly coarse to fine SAND;little fines.Fat CLAY (CH); brown; moist; few medium to fineSAND; mostly high plasticity, high dry strength fines. At Elev 702.2', observed strong Bt horizon, brown.

Poorly graded SAND (SP); dark yellowish brown; moist;mostly coarse to fine SAND; few fines; weakcementation; fines upward. At Elev 697.0', observed possible bioturbated zone,observed Bt soil horizon fragments 2'' in dimension.

At Elev 695.9', contains strong Bt soil development.SANDY SILTY CLAY (CL-ML); brown; moist; littlemedium to fine SAND; mostly medium plasticity, lowdry strength fines; fines downward. At Elev 694.3', contains 1'' clay lens.

76

100

92

94

94

78

92

O11

O12

O13

O14

O15

O16

O17

PA

PA, Pl

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-015EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

722.26

720.26

718.26

716.26

714.26

712.26

710.26

708.26

706.26

704.26

702.26

700.26

698.26

696.26

694.26

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Poorly graded SAND (SP); yellowish brown; moist;mostly medium to fine SAND; few fines.SILTY CLAY (CL-ML); dark yellowish brown; moist; fewfine SAND; mostly low to medium plasticity, low drystrength fines; coarsens downward.

SEDIMENTARY ROCK (SANDSTONE), fine sand tomedium sand, thinly bedded, dark yellowish orange,very intensely weathered, very soft, (SILTY SAND (SP);mostly SAND; few GRAVEL; little fines) [TOPANGAFORMATION].Random fracture (clay, totally healed), dipping 40 to50°.Random fracture (black clay, totally healed), dipping 30to 40°.Random fracture (clay, totally healed), dipping 30 to40°.Joint (gray clay, totally healed), dipping 40 to 50°.Random fracture (gray clay, totally healed), dipping 30to 40°.

Random fracture (totally healed), dipping 40 to 50°,1/10'' wide fracture with thin clay films.

Borehole Terminated at Planned Depth.Bottom of borehole at 103.6 ft bgs

36

84

100

100

O18

O19

O20

O021

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-015EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

692.26

690.26

688.26

686.26

684.26

682.26

680.26

678.26

676.26

674.26

672.26

670.26

668.26

666.26

664.26

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

ASPHALT (8.5'').

AGGREGATE BASE (6'').SANDY lean CLAY (CL); brown; moist; few fine SAND;mostly medium plasticity fines [ALLUVIUM].

SILTY SAND (SM); brown; moist; trace fine GRAVEL;mostly fine SAND; some fines; moderate cementation.

SILTY CLAY with SAND (CL-ML); yellowish brown;moist; little fine SAND; mostly medium plasticity fines;oxidized.

SILTY SAND (SM); yellowish brown; moist; few coarse,angular GRAVEL; mostly medium to fine SAND; littlefines; moderate cementation; oxidized.

SILTY CLAY with SAND (CL-ML); yellowish brown;moist; some fine SAND; mostly medium plasticity fines;oxidized.Poorly graded SAND (SP); strong brown; moist; tracefine, angular GRAVEL; mostly coarse to fine SAND;trace fines; weak cementation; oxidized.Poorly graded SAND (SP) moderately bedded with thininterbeds of Poorly graded SAND with GRAVEL(SP)and COBBLES; Poorly graded SAND; brownish yellow;dry to moist; mostly fine to coarse SAND; trace fineGRAVEL; trace fines, weak cementation; oxidized;Poorly graded SAND with GRAVEL, strong brown; dry;mostly fine to coarse SAND; little fine to coarseGRAVEL; weak cementation; oxidized. < 5%COBBLES, GRANITE, very soft, 4'' diameter.

Poorly graded SAND with SILT (SP-SM); light yellowishbrown; moist; mostly SAND; little fines; weakcementation; oxidized.Poorly graded SAND with GRAVEL and COBBLES(SP); light yellowish brown; dry; little subangularGRAVEL; mostly coarse to fine SAND; trace fines;

96

68

100

86

O01

O02

O03

O04

Hand Auger to 5'

Pl

PA

AFTER DRILLING (DATE)DURING DRILLINGNot Encountered

SURFACE ELEVATION





Grout, Portland CementGROUNDWATERREADINGS

BEGIN DATE


3-6-13LOGGED BY


34° 7' 43.99556" / -118° 9' 16.8569" NAD83HOLE ID






65.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-016EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 3

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

783.38

781.38

779.38

777.38

775.38

773.38

771.38

769.38

767.38

765.38

763.38

761.38

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

weak cementation; 10% COBBLES, GRANITE, veryhard, 3'' diameter.(continued).

SILTY SAND (SM); yellowish brown; moist; mostly fineSAND; some fines; weak cementation; micaceous.Poorly graded SAND (SP); light yellowish brown; moist;trace GRAVEL; mostly coarse to fine SAND; tracefines; weak cementation.SILT (ML); yellowish brown; moist; few fine SAND;mostly fines; laminated; oxidized; micaceous.

Poorly graded SAND (SP) thickly bedded withmoderate beds of Poorly graded GRAVEL with SAND(GP) and COBBLES. Poorly graded SAND; brown;moist; mostly SAND; few fine GRAVEL; trace fines;weak cementation; Poorly graded GRAVEL with SAND;brown; moist; mostly GRAVEL; little fine to mediumSAND; trace fines; weak cementation. < 5% IGNEOUSCOBBLES; GRANITE; very soft; ~ 4'' diameter.

SEDIMENTARY ROCK (SANDSTONE), fine sand tocoarse sand, grayish orange, intensely weathered,(SILTY SAND (SM) moist; little fines, strongcementation) [TOPANGA FORMATION].

84

100

90

100

60

100

100

100

60

80

100

O05

O06

O07

O08

O09

O10

O11

O12

O13

O14

O15

PA

Drill rig chatter

hard drilling

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-016EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 3

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

759.38

757.38

755.38

753.38

751.38

749.38

747.38

745.38

743.38

741.38

739.38

737.38

735.38

733.38

731.38

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SEDIMENTARY ROCK (Sandstone) (continued).


84

100

100

100

O16

O17

O18

O19

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-016EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET3 of 3

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

729.38

727.38

725.38

723.38

721.38

719.38

717.38

715.38

713.38

711.38

709.38

707.38

705.38

703.38

701.38

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

ASPHALT (8.5'').

AGGREGATE BASE (12").

SILTY SAND (SM); yellowish brown; moist; few coarseto fine GRAVEL; mostly fine SAND; little fines; weakcementation [ALLUVIUM].

Poorly graded SAND with SILT and GRAVEL (SP-SM);light yellowish brown; moist; little coarse to fineGRAVEL; mostly coarse to fine SAND; few fines; weakcementation; thickly laminated.

Poorly graded SAND with SILT and COBBLES(SP-SM) very thickly bedded with moderate beds ofpoorly graded SAND with SILT (SP-SM). Poorly gradedSAND with SILT and COBBLES; light yellowish brown;moist; mostly coarse to fine SAND; few fines; traceGRAVEL; weak cementation; locally oxidized; 5%COBBLES, GRANITE, 3-4'' diameter, very hard.Poorly graded SAND with SILT; yellowish brown; moist;mostly coarse to fine SAND; few fines; trace GRAVEL;weak cementation.

100

84

100

82

O01

O02

O03

O04

Hand Auger to 5'

PA


SURFACE ELEVATION






BEGIN DATE


3-4-13LOGGED BY

C. MaddenBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 7' 46.87144" / -118° 9' 16.92348" NAD83HOLE ID






100.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-017EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

786.70

784.70

782.70

780.70

778.70

776.70

774.70

772.70

770.70

768.70

766.70

764.70

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

(continued).

Poorly graded SAND (SP); light yellowish brown; moist;mostly fine SAND; few fines; weak cementation;micaceous.Poorly graded SAND with SILT (SP-SM) moderatelybedded with thin interbeds of poorly graded GRAVELwith SAND (GP). Poorly graded SAND with SILT;brownish yellow; moist; mostly coarse to fine SAND;few fines; trace GRAVEL; weak cementation. Poorlygraded GRAVEL with SAND (GP); brownish yellow;moist; mostly fine GRAVEL; few coarse to fine SAND;few fines; weak cementation.Poorly graded SAND (SP) with COBBLES moderatelybedded with moderate beds of poorly graded SANDwith GRAVEL(SP). Poorly graded SAND withCOBBLES: yellowish brown; moist; mostly coarse tofine SAND; trace fines; little coarse to fine GRAVEL;5% COBBLES, GRANITE, soft to hard, 3-9'' diameter.Poorly graded SAND with GRAVEL; yellowish brown;moist; mostly coarse to fine SAND; little coarse to fineGRAVEL; trace fines.

Poorly graded SAND with SILT (SP-SM); light yellowishbrown; moist; trace fine GRAVEL; mostly medium tofine SAND; few fines; weak cementation; locallyoxidized to brownish yellow.

90

107

80

70

90

34

O05

O06

O07

O08

O09

O10

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-017EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

762.70

760.70

758.70

756.70

754.70

752.70

750.70

748.70

746.70

744.70

742.70

740.70

738.70

736.70

734.70

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Poorly graded SAND with SILT (SP-SM) (continued).

COBBLES moderately bedded with moderate beds ofpoorly graded GRAVEL with SAND (GP). COBBLES;100% IGNEOUS COBBLES, GRANITE; 3-4" dia; softto hard. Poorly graded GRAVEL with SAND; palebrown; moist; mostly GRAVEL; little coarse to fineSAND; trace fines; weak cementation.

Poorly graded SAND (SP); light yellowish brown; moist;trace coarse to fine GRAVEL; mostly medium to fineSAND; slight soil development at 70-72', oxidized,brown.

SILTY SAND (SM); light yellowish brown; moist; fewfine GRAVEL; mostly medium to fine SAND; little fines;moderate cementation; micaceous.Poorly graded SAND with GRAVEL (SP) moderatelybedded with moderate beds of poorly graded GRAVELwith SAND (GP). Poorly graded SAND with GRAVEL;pale brown; moist; mostly coarse to fine SAND; someGRAVEL; trace fines; weak cementation. Poorlygraded GRAVEL with SAND; pale brown; moist; mostlyfine GRAVEL; some medium to fine SAND; trace fines;weak cementation.

82

54

24

40

92

85

O11

O12

O13

O14

O15

O16

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-017EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

732.70

730.70

728.70

726.70

724.70

722.70

720.70

718.70

716.70

714.70

712.70

710.70

708.70

706.70

704.70

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

(continued).

SEDIMENTARY ROCK (SANDSTONE),medium-grained, dark yellowish brown, decomposed,moderate cementation (Well graded SAND withGRAVEL (SW); mostly coarse to fine SAND; somecoarse to fine GRAVEL; trace fines) [TOPANGAFORMATION].


94

94

100

O17

O18

O19 PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-017EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

702.70

700.70

698.70

696.70

694.70

692.70

690.70

688.70

686.70

684.70

682.70

680.70

678.70

676.70

674.70

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

AGGREGATE BASE (4").SILTY SAND (SM); dense; strong brown; moist; mostlycoarse to fine SAND; some low plasticity fines; few coarseto fine GRAVEL; homogeneous; weak cementation;(ALLUVIUM).

Mostly fine SAND; lacks GRAVEL.

SANDY SILT (ML); strong brown; moist; mostly lowplasticity fines; some medium to fine SAND;homogeneous.

SILTY SAND (SM); strong brown; moist; mostly fineSAND; some low plasticity fines; homogeneous; weakcementation.

78

89

94

100

B01

S02

S03

S04

S05

15

19

7

Rock clast encountered duringsamplingPA

DS, M, UW

CR, M, PA

M, DS, PA, UW

61126

61119

71118

122236

99

100


124.0 ft

SURFACE ELEVATION






BEGIN DATE


3-28-13LOGGED BY


34° 8' 27.62903" / -118° 9' 18.02278" NAD83HOLE ID






149.8 ft

BOREHOLE DIAMETER

8 in


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-020EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

797.90

795.90

793.90

791.90

789.90

787.90

785.90

783.90

781.90

779.90

777.90

775.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

37

30

29

58

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

SILTY SAND (SM) (continued).Very dense; Trace fine GRAVEL.

Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; mostly coarse to fine SAND; little fineGRAVEL; few fines; homogeneous; weak cementation.

Very dense.

SILTY SAND (SM); yellowish brown; moist; mostly fineSAND; some low plasticity fines; homogeneous; weakcementation.

Very dense.

Poorly graded SAND (SP); yellowish brown; moist; mostlyfine SAND; homogeneous; weak cementation.

SANDY SILT (ML); yellowish brown; moist; mostlynon-plastic fines; some fine SAND; stratified.

100

100

100

100

100

100

S06

S07

S08

S09

S10

S11

5

14

12

6

Rock clast encountered duringsamplingM, PA, UW

M, PA, DS, UW

CR, M

M, UW

1234

50-3"

70-6"

921

50-5"

192335

142341

182940

111

104

101

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-020EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

773.90

771.90

769.90

767.90

765.90

763.90

761.90

759.90

757.90

755.90

753.90

751.90

749.90

747.90

745.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

58

64

69

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SANDY SILT (ML) (continued).

Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; mostly coarse to fine SAND; few lowplasticity fines; homogeneous; weak cementation.

Very dense; little fine GRAVEL.

Lacks GRAVEL.

Trace coarse to fine GRAVEL.

100

100

100

58

100

0

S12

S13

S14

S15

S16

S17

17

8

M, PA, PI

Rock clast encountered duringsampling

Rock clast encountered duringsamplingPA

M, DS, UW


132944

4250-2"

4150-5"

3450

4850-3"

50-3"

108

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-020EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

743.90

741.90

739.90

737.90

735.90

733.90

731.90

729.90

727.90

725.90

723.90

721.90

719.90

717.90

715.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

7355

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Poorly graded SAND with SILT (SP-SM) (continued).Few coarse to fine GRAVEL.

Well-graded SAND with SILT (SW-SM); very dense;yellowish brown; moist; mostly coarse to fine SAND; littlefine GRAVEL; few fines; homogeneous; weakcementation.

SILTY SAND (SM); very dense; yellowish brown; moist;mostly medium to fine SAND; some low plasticity fines;few fine GRAVEL; homogeneous; weak cementation.

Poorly graded SAND with GRAVEL (SP); dark yellowishbrown; moist; mostly medium to fine SAND; little coarseto fine GRAVEL; homogeneous; weak cementation.

Very dense.

67

89

83

100

20

100

S18

S19

S20

S21

S22

S23

10


PA

M, UW

PA


5050

324347

2250

152933

50-5"

5050/3"

104

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-020EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

713.90

711.90

709.90

707.90

705.90

703.90

701.90

699.90

697.90

695.90

693.90

691.90

689.90

687.90

685.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

90

62

50/3

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

Poorly graded SAND with GRAVEL (SP) (continued).

SILTY SAND (SM); very dense; dark yellowish brown;moist; mostly coarse to fine SAND; little fine GRAVEL;little fines; homogeneous; weak cementation.

Lean CLAY with SAND (CL); dark yellowish brown; moist;mostly medium plasticity fines; little medium to fineSAND.

Hard.

SANDY lean CLAY (CL); yellowish brown; moist; mostlylow plasticity fines; some medium to fine SAND; stratified.

100

100

33

78

50

100

75

44

S24

S25

S26

S27

S28

S29

S30

S31

5

10

23

21

M

M, PA

M, PA, PI, UU, UW

M, PA, PI

50

50-3"

50-3"

4250-3"

50-4"

122923

1228

50-4"

91837

104UU =2.93

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-020EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

683.90

681.90

679.90

677.90

675.90

673.90

671.90

669.90

667.90

665.90

663.90

661.90

659.90

657.90

655.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

52

55

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

Poorly graded SAND with GRAVEL (SP); very dense;dark yellowish brown; moist; mostly medium to fineSAND; little coarse to fine GRAVEL; homogeneous; weakcementation.



Piezometer Sensor Installed at 147' (El. 652.9')

0

0

S32

S33

50-4"

4750-3"

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-020EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

653.90

651.90

649.90

647.90

645.90

643.90

641.90

639.90

637.90

635.90

633.90

631.90

629.90

627.90

625.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_C

AS

CA

DE

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

ASPHALT (2").AGGREGATE BASE (2").Fat CLAY (CH); dark brown; moist; mostly medium tohigh plasticity fines; few fine SAND; homogeneous;(TOPSOIL).

SEDIMENTARY ROCK, (SILTSTONE); thinly bedded;yellowish brown; intensely weathered; very soft.(TOPANGA FORMATION).

At Elev 567.9', becomes soft; caliche along beddingsurfaces.


At Elev 562.9', observed bedding joint, dipping 30°, ironoxide and manganese stained beds.

At Elev 557.9', with some CLAYSTONE beds. Becomesgrayish brown with yellowish brown oxidation;moderately weathered.


100

100

89

67

B01

S02

S03

S04

S05 21 M, PA, PI, UC=54psi, UW

91317

2042

50-5"

101529

2472

99


NE

SURFACE ELEVATION






BEGIN DATE


3-27-13LOGGED BY

J. Culotta/ J. LeeBOREHOLE LOCATION (Lat/Long or North/East and Datum)

34° 6' 8.040517" / -118° 9' 4.076669" NAD83HOLE ID


Jet Drilling, Inc




110.8 ft

BOREHOLE DIAMETER

8 in


.M

ater

ial

Gra

phic

s

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-021EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

575.90

573.90

571.90

569.90

567.90

565.90

563.90

561.90

559.90

557.90

555.90

553.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

30

44

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

At Elev 552.9', becomes laminated to thinly bedded.SEDIMENTARY ROCK (continued).

SEDIMENTARY ROCK, (SANDY SILTSTONE); verythinly bedded; grayish brown to yellowish brown (whereoxidized); intensely weathered; soft; intensely tomoderately fractured.

SEDIMENTARY ROCK, (CLAYSTONE); massive;yellowish brown; intensely weathered; very soft; ironoxide and manganese staining, trace caliche.

At Elev 538.1', with some coarse to fine grainedSANDSTONE beds.


SEDIMENTARY ROCK, (SILTSTONE); very thinlybedded; dark grayish brown to yellowish brown (whereoxidized); moderately weathered; soft to moderately hard;intensely fractured; iron oxide and manganese staining.

67

100

78

100

100

100

S06

S07

S08

S09

S10

S11

27

28

M, UW

M, PA, PI, UU, UW

212434

40100-3"

4716

3440

50-4"

342828

74100-3"

91

84 UU =3.53

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-021EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

551.90

549.90

547.90

545.90

543.90

541.90

539.90

537.90

535.90

533.90

531.90

529.90

527.90

525.90

523.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

58

23

56

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55


At Elev 517.9', observed bedding joint, dipping 35°, few1/8" to 1/4" thick, hard, slightly rough bedding planes.

At Elev 512.9', becomes soft; trace caliche.

At Elev 507.9', with some CLAYSTONE beds. Becomesstrong brown and dark gray.


100

75

100

100

100

100

S12

S13

S14

S15

S16

S17

22

22

30

22

20

M, PA, UC=13psi, UW

M, CR

M, PI, SD, UW

M, PA

EM, M, UC=38.6psi, UW

3474

25100-4"

42100-4"

2550

3443

50-4"

105100-2"

92

86

92

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-021EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

521.90

519.90

517.90

515.90

513.90

511.90

509.90

507.90

505.90

503.90

501.90

499.90

497.90

495.90

493.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

At Elev 492.9', observed bedding joint, dipping 35 to25°, few caliche lined joints.

At Elev 477.9', with some coarse to fine grainedSANDSTONE beds.



100

100

80

100

100

100

S18

S19

S20

S21

S22

S23

22

24

23

30

CR, M

M, PA, PI, SD, UC=20psi, UW

M, PA, UW

M, UW

141729

55100-4"

100-5"

40100-3"

100-5"

40100-3"

91

97

91

Mat

eria

lG

raph

ics

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dri

lling

Met

hod

Cas

ing

Dep

th


DATE4-18-13


BRIDGE NUMBER

HOLE ID

A-13-021EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

491.90

489.90

487.90

485.90

483.90

481.90

479.90

477.90

475.90

473.90

471.90

469.90

467.90

465.90

463.90

DE

PT

H (

ft)

Dry

Uni

t W

eigh

t(p

cf)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

5 B

R -

ST

AN

DA

RD

SR

710

N_C

H_J

ET

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W C

H L

OG

O.G

LB 6

/9/1

4

4685

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115


SANDY SILT (ML); brown; moist; some fine SAND;mostly nonplastic fines; pedogenic soil development(A-horizon) at top of unit, dark brown [ALLUVIUM].

At Elev 690.9', observed soil development (laminatedBt) , variegated light yellowish brown and yellowishbrown.

Poorly graded SAND with COBBLES (SP); darkyellowish brown; moist; few fine GRAVEL; mostlycoarse to fine SAND; few nonplastic fines; 20%COBBLES, GRANITE, hard, broken due to drilling.SILTY SAND (SM); brown; moist; mostly fine SAND;little fines; weak cementation; slightly micaceous,coarsens downward.

Poorly graded SAND with SILT (SP-SM); brown; moist;mostly fine SAND; few fines; weak cementation.

GRAVEL lens, 2'' diameter.

Poorly graded SAND with COBBLES (SP); darkyellowish brown; moist; few coarse to fine, subangularGRAVEL; mostly coarse to fine SAND; few nonplasticfines; micaceous, fines increase downward; COBBLES,GRANITE, decomposed, broken due to drilling.

100

70

100

68

O01

O02

O03

O04

Hand Auger to 5'

PA


SURFACE ELEVATION






BEGIN DATE


3-18-13LOGGED BY


34° 7' 5.807651" / -118° 9' 25.39573" NAD83HOLE ID






110.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-022EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

694.34

692.34

690.34

688.34

686.34

684.34

682.34

680.34

678.34

676.34

674.34

672.34

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Poorly graded SAND with SILT and GRAVEL (SP-SM);dark yellowish brown; moist; some coarse to fine,subangular GRAVEL; mostly coarse to fine SAND; fewfines; weak cementation.

Poorly graded SAND with COBBLES (SP); darkyellowish brown; moist; few coarse to fine, subangularGRAVEL; mostly coarse to fine SAND; trace nonplastic fines; micaceous, fines increase downward;COBBLES, GRANITE; decomposed, broken due todrilling.Poorly graded SAND (SP); brown; moist; mostly fineSAND; few fines; weak cementation; micaceous.Poorly graded SAND with SILT (SP-SM); dark brown;moist; trace GRAVEL; mostly coarse to fine SAND; fewfines; moderate cementation.Poorly graded SAND with SILT, GRAVEL andCOBBLES (SP-SM); dark yellowish brown; moist; littlecoarse to fine, subangular GRAVEL; mostly coarse tofine SAND; few nonplastic fines; weak cementation;micaceous, fines increase downward; 5% COBBLES,GRANITE, decomposed, disturbed due to drilling.

84

90

90

84

90

88

O05

O06

O07

O08

O09

O10

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-022EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

670.34

668.34

666.34

664.34

662.34

660.34

658.34

656.34

654.34

652.34

650.34

648.34

646.34

644.34

642.34

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

(continued).

Poorly graded SAND with SILT (SP-SM); dark bluishgray; moist; trace GRAVEL; mostly coarse to fineSAND; few fines; fines upward.

SILTY SAND with COBBLES (SM); dark yellowishbrown; moist; mostly coarse to fine SAND; littlenonplastic fines; weak cementation; 5% COBBLES,decomposed, soft, disturbed due to drilling.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine, subangular GRAVEL; mostly coarseto fine SAND; trace fines; weak cementation.

SILTY SAND (SM); dark yellowish brown; moist; mostlymedium to fine SAND; some fines; moderatecementation; micaceous.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine, subangular GRAVEL; mostly coarseto fine SAND; trace fines; weak cementation; finesupward.

Increased coarse GRAVEL.

90

100

80

84

96

76

O11

O12

O13

O14

O15

O16

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-022EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

640.34

638.34

636.34

634.34

632.34

630.34

628.34

626.34

624.34

622.34

620.34

618.34

616.34

614.34

612.34

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Poorly graded SAND (SP) (continued).

SANDY lean CLAY (CL) moderately bedded withmoderate beds of Poorly graded SAND with SILT andGRAVEL (SP-SM). SANDY lean CLAY; yellowishbrown; moist; some coarse to fine SAND; mostly low tomedium plasticity, medium dry strength, slow dilatancyfines; micaceous. Poorly graded SAND with SILT andGRAVEL: yellowish brown; moist; mostly fine to coarseSAND; little fine to coarse GRAVEL; few fines; weakcementation; possible decomposed COBBLES atbedding contacts, disturbed by drilling.


84

88

100

100

100

O17

O18

O19

O20

O021

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-022EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

610.34

608.34

606.34

604.34

602.34

600.34

598.34

596.34

594.34

592.34

590.34

588.34

586.34

584.34

582.34

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

ASPHALT (8.5'').

AGGREGATE BASE (13'').

Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; few coarse to fine, subangular GRAVEL;mostly medium to fine SAND; few nonplastic fines;slight calcium carbonate coating on clasts [ALLUVIUM].

SILTY CLAY with SAND (CL-ML); yellowish brown;moist; little fine SAND; mostly low plasticity fines.

Poorly graded SAND with SILT and GRAVEL (SP-SM);yellowish brown; moist; mostly fine SAND; little coarseto fine GRAVEL; few nonplastic fines; weakcementation.Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; trace coarse to fine, subroundedGRAVEL; mostly medium to fine SAND; few nonplasticfines; weak cementation; micaceous.

SILTY CLAY (CL-ML); dark yellowish brown; moist; fewfine SAND; mostly low plasticity fines; slightly oxidized.Poorly graded SAND (SP); dark yellowish brown; moist;trace coarse to fine, subrounded GRAVEL; mostlymedium to fine SAND; trace nonplastic fines.SILTY SAND (SM); yellowish brown; moist; mostly fineSAND; little nonplastic fines.

SILT with SAND (ML); yellowish brown; moist; little fineSAND; mostly nonplastic fines; slightly micaceous.

SILTY CLAY (CL-ML); dark yellowish brown; moist; fewfine SAND; mostly medium plasticity, low dry strengthfines.Well-graded SAND with SILT and GRAVEL (SW-SM);yellowish brown; moist; little fine, subangular GRAVEL;mostly coarse to fine SAND; few nonplastic fines;GRAVEL concentrated at top and bottom of unitBecomes coarser with depth, faint fining upwardsequence.

100

100

100

100

100

100

O01

O02

O03

O04

O05

O06

2

Hand Auger to 5', first run is re-drillof hand augered soil

PA, M


SURFACE ELEVATION


SonicDRILL RIG

600 T Roto SonicSPT HAMMER TYPE



BEGIN DATE


3-14-13LOGGED BY


34° 7' 6.682608" / -118° 9' 25.34212" NAD83HOLE ID

O-13-023DRILLING CONTRACTOR

Boart Longyear Company



3.5" ID polytube; polybagTOTAL DEPTH OF BORING

270.0 ft

BOREHOLE DIAMETER

4 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

696.11

694.11

692.11

690.11

688.11

686.11

684.11

682.11

680.11

678.11

676.11

674.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25


6 ft thick pedogenic soil development, moderatelydeveloped A horizon; dark brown; increased silt.

At Elev 666.1', becomes dark yellowish brown.

Poorly graded SAND (SP); light olive brown; moist;trace fine GRAVEL; mostly fine SAND; few fines; weakcementation.Poorly graded SAND with GRAVEL (SP); yellowishbrown; moist; little coarse to fine, subangular GRAVEL;mostly coarse to fine SAND; trace fines; weakcementation.Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; few fine GRAVEL; mostly coarse to fineSAND; few fines; weak cementation; oxidized possiblesoil development.Poorly graded SAND with GRAVEL (SP); yellowishbrown; moist; little GRAVEL; mostly coarse to fineSAND; trace fines; weak cementation.Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; few coarse to fine GRAVEL; mostlymedium to fine SAND; few fines; weak cementation.Poorly graded SAND with GRAVEL (SP); darkyellowish brown; moist; little GRAVEL; mostly coarse tofine SAND; trace fines; weak cementation.SILTY SAND with GRAVEL (SM); yellowish brown;moist; little fine GRAVEL; mostly coarse to fine SAND;little fines; weak cementation.

At Elev 645.7', observed COBBLE; METAMORPHIC;~3-4'' diameter; gneissic texture; decomposed. Atbase of fining upward sequence.

Poorly graded SAND with SILT and GRAVEL (SP-SM);pale brown; moist; little coarse to fine, subangularGRAVEL; mostly medium to fine SAND; few fines;

100

100

100

100

100

100

100

100

100

O06

O07

O08

O09

O10

O11

O12

O13

O14

4 PA, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

672.11

670.11

668.11

666.11

664.11

662.11

660.11

658.11

656.11

654.11

652.11

650.11

648.11

646.11

644.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

weak cementation.Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine GRAVEL; mostly medium to fineSAND; few fines; weak cementation.SILTY SAND (SM); dark yellowish brown; moist; traceGRAVEL; mostly fine SAND; some fines; weakcementation; micaceous.SILTY SAND (SM) (continued).Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; trace GRAVEL; mostly medium to fineSAND; few nonplastic fines; weak cementation;micaceous.Poorly graded SAND with GRAVEL and COBBLES(SP); dark yellowish brown; moist; little fine, subangularGRAVEL; mostly coarse to fine SAND; weakcementation; 5% COBBLES, DIORITE, decomposed,soft, disturbed due to drilling. At Elev 639.2', becomes yellowish brown.

SILTY SAND with COBBLES (SM), light olive brown,few fine GRAVEL; mostly fine to medium SAND; littlefines; weak cementation; 5% COBBLES, DIORITE,decomposed, soft, disturbed due to drilling.

Poorly graded SAND with COBBLES (SP); darkyellowish brown; moist; few GRAVEL; mostly mediumto fine SAND; few nonplastic fines; weak cementation;5% COBBLES, GRANITE, fresh, hard, 3'' diameter.

SILTY SAND with COBBLES (SM); light gray; moist;trace GRAVEL; mostly medium to fine SAND; littlefines; moderate cementation; 10% COBBLES,GRANITE, decomposed, hard, ~3-4'' diameter.

SILTY SAND with GRAVEL and COBBLES (SM);yellowish brown; moist; little coarse to fine GRAVEL;mostly coarse to fine SAND; little fines; moderatecementation; fines upward; 5% COBBLES, GRANITE,decomposed, disturbed due to drilling.

100

100

100

100

100

100

100

100

100

O14

O15

O16

O17

O18

O19

O20

O21

O22

4 PA, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

642.11

640.11

638.11

636.11

634.11

632.11

630.11

628.11

626.11

624.11

622.11

620.11

618.11

616.11

614.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

(continued).

SILTY SAND with GRAVEL (SM); dark yellowishbrown; moist; little coarse to fine GRAVEL; mostlycoarse to fine SAND; little fines; weak cementation;micaceous.

At Elev 608.2', becomes increasing coarse.

Poorly graded SAND (SP); dark yellowish brown; moist;few GRAVEL; mostly coarse to fine SAND; trace fines;weak cementation; fining upward.

Poorly graded SAND (SP); moderately bedded with thininterbeds of SILTY SAND (SM). Poorly graded SAND;yellowish brown; moist; mostly fine to coarse SAND;few fines; trace GRAVEL; weak cementation;micaceous. SILTY SAND; dark yellowish brown; moist;mostly fine SAND; little nonplastic fines; weakcementation; slightly micaceous.

SANDY SILTY CLAY (CL-ML); dark yellowish brown;moist; few fine GRAVEL; some medium to fine SAND;mostly low plasticity fines; micaceous.

Poorly graded SAND (SP); dark yellowish brown; moist;few fine GRAVEL; mostly medium to fine SAND; tracefines; weak cementation; coarsens upwards.

SILTY SAND (SM); brown; moist; trace fine GRAVEL;mostly medium to fine SAND; little fines; weakcementation.

Poorly graded SAND (SP); yellowish brown; moist; fewfine GRAVEL; mostly coarse to fine SAND; few fines;weak cementation.

SILTY SAND (SM); yellowish brown; moist; mostlycoarse to fine SAND; little fines; weak cementation.

Lean CLAY (CL); dark yellowish brown; moist; somefine SAND; mostly low plasticity, low dry strength fines;coarsens downward.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; mostly fine SAND; few fines; weakcementation.

Brown; few GRAVEL; medium to fine SAND.

100

100

100

100

100

100

O22

O23

O24

O25

O26

O27

5

16

PA, M

PA, Pl, M

Switch from polytube sampling topolybag sampling

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

612.11

610.11

608.11

606.11

604.11

602.11

600.11

598.11

596.11

594.11

592.11

590.11

588.11

586.11

584.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

Poorly graded SAND with SILT (SP-SM) (continued).Yellowish brown.

Brown; little GRAVEL; fines upward.

SANDY SILTY CLAY (CL-ML); brown; moist; some fineSAND; mostly low plasticity fines; micaceous.

SILTY SAND (SM); dark yellowish brown; moist; traceGRAVEL; mostly medium to fine SAND; some fines;moderate cementation.SANDY SILTY CLAY (CL-ML); dark yellowish brown;moist; some fine SAND; mostly low plasticity fines;micaceous.

Lean CLAY (CL); dark yellowish brown; moist; traceSAND; mostly low plasticity fines.

SILTY SAND (SM); brown; moist; few fine GRAVEL;mostly medium to fine SAND; some fines.

At Elev 573.6', observed thin bed with slight soildevelopment, dark yellowish brown.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; few fine GRAVEL; mostly medium to fineSAND; few fines; weak cementation.

Poorly graded SAND (SP); brown; moist; mostly fineSAND; trace fines; weak cementation; coarsensupward.

SILT with SAND (ML); brown; moist; trace fineGRAVEL; little fine SAND; mostly nonplastic fines;micaceous.

100

100

100

100

100

O28

O29

O30

O31

O32

21 PA, Pl, M, CRwater added to facilitate drilling

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET5 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

582.11

580.11

578.11

576.11

574.11

572.11

570.11

568.11

566.11

564.11

562.11

560.11

558.11

556.11

554.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

SANDY SILT (ML); brown; moist; some medium to fineSAND; mostly nonplastic fines.

Poorly graded SAND (SP); brown; moist; mostly fineSAND; few fines; weak cementation; coarsensupwards.SILTY SAND (SM); dark yellowish brown; moist; mostlymedium to fine SAND; some fines; moderatecementation.SILT with SAND (ML); dark yellowish brown; moist; littlefine SAND; mostly nonplastic fines.Well-graded SAND with SILT and GRAVEL (SW-SM);dark yellowish brown; moist; little coarse to fineGRAVEL; mostly coarse to fine SAND; few fines; weakcementation; fining downward with localized areas ofincreased GRAVEL.

100

100

100

100

100

O33

O34

O35

O36

O37

9 PA, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET6 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

552.11

550.11

548.11

546.11

544.11

542.11

540.11

538.11

536.11

534.11

532.11

530.11

528.11

526.11

524.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175


At Elev 519.1', contains increased coarse GRAVEL.

SILTY SAND (SM) moderately bedded with moderatebeds of Poorly graded SAND with SILT (SP-SM).SILTY SAND; mottled olive brown and dark yellowishbrown; moist; mostly medium to fine SAND; somefines; micaceous; weak cementation. Poorly gradedSAND with SILT; dark yellowish brown; moist; mostlymedium to fine SAND; few fine GRAVEL; few fines;weak cementation; micaceous.

Poorly graded SAND (SP); dark yellowish brown; moist;few fine GRAVEL; mostly medium to fine SAND; fewfines; weak cementation; slightly micaceous. At Elev 506.7', observed local clay rich zones.

Fat CLAY (CH); dark reddish brown; moist; mostly highplasticity, very high dry strength fines; strong pedogenicsoil development.

Lean CLAY with SAND (CL); brown; moist; little fineSAND; mostly low to medium plasticity, medium drystrength fines; little pedogenic soil development butsame parent material as above.

SILTY CLAY with SAND (CL-ML); dark yellowishbrown; moist; little fine SAND; mostly medium plasticityfines; possible parent material to above soils,micaceous.Fat CLAY with SAND (CH); dark reddish brown; moist;trace fine GRAVEL; little SAND; mostly high plasticity,very high dry strength fines; some soil development,slightly micaceous. At Elev 494.1', contains decreasing soil development ,brown.

100

100

100

O37

O38

O39

10

15

PA, M

PA, Pl, M, CR

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET7 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

522.11

520.11

518.11

516.11

514.11

512.11

510.11

508.11

506.11

504.11

502.11

500.11

498.11

496.11

494.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

202

203

204

205

Fat CLAY with SAND (CH) (continued).

At Elev 492.1', contains decreasing soil development,dark yellowish brown.

SANDY fat CLAY (CH); light olive brown; moist; somefine SAND; mostly high plasticity, very high dry strengthfines.

Fat CLAY (CH); reddish brown; moist; few coarse tofine SAND; mostly high plasticity, very high dry strengthfines; some manganese accumulation.

CLAYEY SAND (SC); reddish brown; moist; mostlymedium to fine SAND; some low to medium plasticityfines; moderate cementation; strong soil pedogenicdevelopment.

Becomes strong brown; coarsens downward.

Fat CLAY with SAND (CH); brown; moist; traceGRAVEL; mostly high plasticity, high dry strength fines;some pedogenic soil development.

At Elev 473.1', becomes reddish brown.

100

100

100

100

O39

O40

O41

O42

11 PA, Pl, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET8 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

492.11

490.11

488.11

486.11

484.11

482.11

480.11

478.11

476.11

474.11

472.11

470.11

468.11

466.11

464.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

Fat CLAY with SAND (CH) (continued).CLAYEY SAND (SC); reddish brown; moist; mostlymedium to fine SAND; some low to medium plasticityfines; moderate cementation; some SAND grainsvisible in soil development.

At Elev 458.1', becomes mottled with light olive brown.

SILTY CLAY (CL-ML); brown; moist; mostly lowplasticity fines; locally light olive brown.

IGNEOUS ROCK, (QUARTZ DIORITE), dark yellowishbrown, decomposed, (Lean CLAY with SAND (CL);moist; mostly fines; some coarse to fine SAND; verysoft to soft) [WILSON QUARTZ DIORITE].

Grayish black, horizontal, Lean CLAY lens.

IGNEOUS ROCK, (QUARTZ DIORITE), very light gray,slightly weathered, moderately hard.

100

100

100

100

100

O42

O43

O44

O45

O46

13 PA, Pl, M

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET9 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

462.11

460.11

458.11

456.11

454.11

452.11

450.11

448.11

446.11

444.11

442.11

440.11

438.11

436.11

434.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265



100O46

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

O-13-023EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET10 of 10

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

432.11

430.11

428.11

426.11

424.11

422.11

420.11

418.11

416.11

414.11

412.11

410.11

408.11

406.11

404.11

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

295


SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; moderate cementation; soildevelopment (A-horizon) in top 1.5' of unit, very darkgrayish brown: [ALLUVIUM].

SILTY CLAY (CL-ML); dark yellowish brown; moist;trace fine GRAVEL; few coarse to fine SAND; mostlylow to medium plasticity fines; micaceous; some soildevelopment (A-horizon).

SILTY SAND (SM); dark yellowish brown; moist; tracefine GRAVEL; mostly medium to fine SAND; somefines; weak cementation; micaceous.

62

54

100

18

O01

O02

O03

O04

Hand Auger to 5'

PA


SURFACE ELEVATION






BEGIN DATE


3-19-13LOGGED BY


34° 7' 11.04237" / -118° 9' 25.31084" NAD83HOLE ID






125.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-024EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

713.59

711.59

709.59

707.59

705.59

703.59

701.59

699.59

697.59

695.59

693.59

691.59

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Mostly coarse to fine SAND; little fines; moderatecementation; micaceous.SILTY SAND (SM) (continued).

Few coarse to fine, subangular GRAVEL.

Poorly graded SAND with SILT and GRAVEL (SP-SM);yellowish brown; moist; little coarse to fine, subangularGRAVEL; mostly coarse to fine SAND; few fines; weakcementation; fines downward.

Poorly graded SAND (SP); dark yellowish brown; moist;trace fine GRAVEL; mostly medium to fine SAND; fewfines; weak cementation; micaceous.Poorly graded SAND with GRAVEL (SP); yellowishbrown; moist; little coarse to fine GRAVEL; mostlycoarse to fine SAND; few fines; weak cementation.

SILTY SAND (SM); dark yellowish brown; moist; mostlymedium to fine SAND; little fines; weak cementation;micaceous.

Trace coarse to fine, subangular GRAVEL; coarse tofine SAND.

80

100

64

27

100

64

100

68

100

82

O05

O06

O07

O08

O09

O10

O11

O12

O13

O14

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-024EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

689.59

687.59

685.59

683.59

681.59

679.59

677.59

675.59

673.59

671.59

669.59

667.59

665.59

663.59

661.59

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SANDY SILT (ML); dark yellowish brown; moist; somemedium to fine SAND; mostly nonplastic fines.

At Elev 659.0', contains SILT lens; trace SAND;brown.

Poorly graded SAND with GRAVEL and COBBLES(SP); yellowish brown; moist; little coarse to fine,subangular GRAVEL; mostly medium to fine SAND;trace nonplastic fines; weak cementation; fines upward;5% COBBLES, GRANITE, moderately soft tomoderately hard, broken due to drilling.

SILTY SAND with GRAVEL (SM); dark yellowishbrown; moist; little coarse to fine, subangular GRAVEL;mostly coarse to fine SAND; little fines; weakcementation.SANDY SILT with GRAVEL (ML); yellowish brown;moist; little GRAVEL; some medium to fine SAND;mostly low plasticity fines; slightly micaceous.Poorly graded SAND with GRAVEL (SP); darkyellowish brown; moist; little coarse to fine, subangularGRAVEL; mostly coarse to fine SAND; trace nonplasticfines. At Elev 640.6', becomes oxidized, yellowish red.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine GRAVEL; mostly medium to fineSAND; few fines; weak cementation.SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; weak cementation; micaceous.Poorly graded SAND with COBBLES (SP); darkyellowish brown; moist; few coarse to fine GRAVEL;mostly medium to fine SAND; few nonplastic fines; 5%COBBLES, GRANITE, soft, 3-4'' diameter. At Elev 632.2', contains fine grained lens.

80

64

80

40

100

100

84

42

O15

O16

O17

O18

O19

O20

O21

O022

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-024EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

659.59

657.59

655.59

653.59

651.59

649.59

647.59

645.59

643.59

641.59

639.59

637.59

635.59

633.59

631.59

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Well-graded SAND with SILT, GRAVEL, andCOBBLES (SW-SM); dark yellowish brown; moist; littlecoarse to fine GRAVEL; mostly coarse to fine SAND;few nonplastic fines; 30% COBBLES, GRANITE, softto moderately soft, 3-4'' diameter.

SILTY SAND (SM); yellowish brown; moist; mostly fineSAND; little fines; weak cementation; slightlymicaceous.Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine GRAVEL; mostly coarse to fineSAND; weak cementation.

SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; weak cementation; micaceous.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine GRAVEL; mostly coarse to fineSAND; few fines; weak cementation.

SILTY SAND (SM); dark yellowish brown; moist; tracefine GRAVEL; mostly medium to fine SAND; some lowplasticity fines; moderate cementation; micaceous.

Poorly graded SAND with GRAVEL (SP); darkyellowish brown; moist; little coarse to fine GRAVEL;mostly coarse to fine SAND; few fines; weakcementation.

SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; moderate cementation.

Poorly graded SAND with GRAVEL and COBBLES(SP); dark yellowish brown; moist; little coarse to fineGRAVEL; mostly coarse to fine SAND; few fines; 30%COBBLES, GRANITE, moderately hard, 4-7''intersected length.

168

60

14

100

40

100

86

94

O23

O24

O25

O26

O27

O28

O29

O30

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-024EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

629.59

627.59

625.59

623.59

621.59

619.59

617.59

615.59

613.59

611.59

609.59

607.59

605.59

603.59

601.59

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

(continued).

Poorly graded SAND (SP); dark yellowish brown; moist;few fine GRAVEL; mostly medium to fine SAND; tracefines; weak cementation.SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; moderate cementation;micaceous.


50

20

O31

O32

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-024EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET5 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

599.59

597.59

595.59

593.59

591.59

589.59

587.59

585.59

583.59

581.59

579.59

577.59

575.59

573.59

571.59

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145


SILTY SAND (SM); dark brown; moist; few fine,subangular to subrounded GRAVEL; mostly coarse tofine SAND; some fines; moderate cementation;A-horizon soil development; fines downward[ALLUVIUM].

Dark yellowish brown.

Brown; lacks GRAVEL; A/B horizon pedogenic soildevelopment; trace thin clay films.

SILTY CLAY with SAND (CL-ML); dark yellowishbrown; moist; little medium to fine SAND; mostly lowplasticity, medium dry strength fines; A/B soil horizondevelopment, very few thin clay films on clasts; finesdownward.

74

90

100

84

O01

O02

O03

O04

Hand Auger to 5'

PA


SURFACE ELEVATION






BEGIN DATE


3-20-13LOGGED BY


34° 7' 11.69519" / -118° 9' 25.30382" NAD83HOLE ID






125.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-025EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

718.94

716.94

714.94

712.94

710.94

708.94

706.94

704.94

702.94

700.94

698.94

696.94

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

SANDY SILTY CLAY (CL-ML); dark brown; moist; tracefine, subangular GRAVEL; some medium to fine SAND;mostly low plasticity, low dry strength fines; somelaminar Bt soil horizon development.

Dark yellowish brown; some fine SAND; Bt soil horizondevelopment; micaceous.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; mostly fine SAND; few fines; weakcementation.SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; moderate cementation.

SANDY SILTY CLAY (CL-ML); dark yellowish brown;moist; little fine SAND; mostly low plasticity, low drystrength fines.SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; some nonplastic fines; moderatecementation. At Elev 685.3', contains fine SAND lens. At Elev 685.1', contains fine SAND lens.

Poorly graded SAND (SP); yellowish brown; moist;trace coarse to fine GRAVEL; mostly medium to fineSAND; few fines; weak cementation; bottom contact isangular, possible FAULT; some pedogenic soildevelopment (A-horizon). At Elev 677.6', contains coarse decomposedIGNEOUS GRAVEL.

SILTY CLAY with SAND (CL-ML); yellowish brown;moist; little fine SAND; mostly low plasticity, low drystrength fines.Well-graded SAND with GRAVEL (SW); dark yellowishbrown; moist; little coarse to fine GRAVEL; mostlycoarse to fine SAND; trace fines; weak cementation;fines upward. At Elev 674.9', becomes oxidized, brown.

Poorly graded SAND with GRAVEL and COBBLES(SP); yellowish brown; moist; little coarse to fineGRAVEL; mostly coarse to fine SAND; tracenonplastic fines; 5% COBBLES, GRANITEPORPHYRY, decomposed, soft, disturbed due todrilling.

100

100

100

100

100

100

O05

O06

O07

O08

O09

O10

PA, PI

PA, PI

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-025EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

694.94

692.94

690.94

688.94

686.94

684.94

682.94

680.94

678.94

676.94

674.94

672.94

670.94

668.94

666.94

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

(continued).

SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; weak cementation; finesdownward.

Poorly graded SAND (SP); yellowish brown; moist;trace coarse to fine GRAVEL; mostly medium to fineSAND; few fines; weak cementation; fines downward.

SILTY CLAY (CL-ML); dark yellowish brown; moist; fewfine SAND; mostly low plasticity, low dry strength fines.SILTY SAND (SM); yellowish brown; moist; mostly fineSAND; little fines; weak cementation; fines downward.

At Elev 650.7', observed coarse GRAVEL bed.Poorly graded SAND (SP); yellowish brown; moist;trace coarse to fine, subangular GRAVEL; mostlycoarse to fine SAND; few fines; weak cementation;fines downward. At Elev 649.6', becomes oxidized, brown.


At Elev 641.9', becomes oxidized, strong brown, 1-2''thick.

At Elev 641.3', becomes oxidized, strong brown, 1-2''thick.

COBBLES, GRANITE; decomposed; soft; 3-4''diameter.

Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; mostly fine SAND; little fines; moderatecementation; fines downward.

100

100

100

100

100

84

O11

O12

O13

O14

O15

O16

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-025EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

664.94

662.94

660.94

658.94

656.94

654.94

652.94

650.94

648.94

646.94

644.94

642.94

640.94

638.94

636.94

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Poorly graded SAND with SILT and GRAVEL (SP-SM);yellowish brown; moist; little coarse to fine, subangularGRAVEL; mostly coarse to fine SAND; few fines; weakcementation.

Poorly graded SAND with GRAVEL (SP); darkyellowish brown; moist; little coarse to fine, subroundedGRAVEL; mostly coarse to fine SAND; trace fines;weak cementation.


SILTY SAND (SM) thinly to moderately bedded withthin to moderate beds of Poorly graded SAND (SP).SILTY SAND: dark yellowish brown; moist; mostlymedium to fine SAND; some fines; weak cementation;micaceous. Poorly graded SAND; dark yellowish brown;moist; mostly medium to fine SAND; few fines; tracecoarse to fine subrounded GRAVEL; weakcementation.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine, subangular GRAVEL; mostly coarseto fine SAND; trace fines; weak cementation.

SANDY SILTY CLAY (CL-ML); yellowish brown; moist;some fine SAND; mostly low plasticity, low dry strengthfines.

100

82

100

100

100

70

O17

O18

O19

O20

O21

O22

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-025EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET4 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

634.94

632.94

630.94

628.94

626.94

624.94

622.94

620.94

618.94

616.94

614.94

612.94

610.94

608.94

606.94

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

Poorly graded SAND (SP); dark yellowish brown; moist;trace coarse to fine, subangular GRAVEL; mostlymedium to fine SAND; few fines; weak cementation;coarsens upward.SANDY SILTY CLAY (CL-ML) moderately interbeddedwith moderate interbeds of Poorly Graded SAND (SP)and SILTY SAND (SM). SANDY SILTY CLAY; darkyellowish brown; moist; mostly fines, low plasticity, lowdry strength; some fine SAND. Poorly Graded SAND;yellowish brown; moist; mostly medium to fine SAND;few fines; micaceous. SILTY SAND; dark yellowishbrown; mostly medium to fine SAND; little fines; weakcementation.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; few fine GRAVEL; mostly coarse to fineSAND; little fines; weak cementation.


100

100

O23

O24

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-025EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET5 of 5

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

604.94

602.94

600.94

598.94

596.94

594.94

592.94

590.94

588.94

586.94

584.94

582.94

580.94

578.94

576.94

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145


Poorly graded SAND (SP); yellowish brown; moist;trace fine GRAVEL; mostly coarse to fine SAND; tracefines; weak cementation [ALLUVIUM].

Poorly graded SAND with COBBLES (SP); yellowishbrown; moist; trace coarse to fine GRAVEL; mostlycoarse SAND; trace fines; weak cementation; 20%COBBLES, GRANITE, moderately weathered,moderately hard, 3-4'' diameter.

SILTY CLAY (CL-ML); yellowish brown; moist; few fineSAND; mostly low plasticity, low dry strength fines.

Poorly graded SAND with SILT and GRAVEL (SP-SM);yellowish brown; moist; some coarse to fine GRAVEL;mostly coarse to fine SAND; few fines; weakcementation. At Elev 722.8', observed decreasing GRAVEL.

At Elev 718.6', contains fine SAND lens, 3'' thick.

At Elev 717.1', becomes pale brown.

Poorly graded SAND (SP); yellowish brown; moist; fewcoarse to fine, subangular GRAVEL; mostly coarse tofine SAND; trace fines; weak cementation. At Elev 715.5', contains increased coarse GRAVEL.

16

100

100

24

O01

O02

O03

O04

Hand Auger to 5'

PA


SURFACE ELEVATION






BEGIN DATE


3-21-13LOGGED BY


34° 7' 13.23076" / -118° 9' 25.28736" NAD83HOLE ID






110.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-026EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

734.07

732.07

730.07

728.07

726.07

724.07

722.07

720.07

718.07

716.07

714.07

712.07

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Poorly graded SAND (SP) (continued).

At Elev 710.1', contains increased coarse GRAVEL.

Poorly graded SAND (SP); dark yellowish brown; moist;few coarse to fine, subangular GRAVEL; mostly coarseto fine SAND; few fines; weak cementation.

SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; moderate cementation. At Elev 700.9', contains SILTY CLAY (CL-ML); darkyellowish brown; weak to moderate soil development.

SILTY SAND with COBBLES (SM); dark yellowishbrown; moist; mostly medium to fine SAND; little fines;weak cementation; 10% COBBLES, DIORITE,decomposed, very soft, disturbed due to drilling.

Poorly graded SAND with GRAVEL (SP); yellowishbrown; moist; little coarse to fine, subangular tosubrounded GRAVEL; mostly coarse to fine SAND;trace fines; weak cementation; coarsens downward.

SILTY CLAY (CL-ML); dark yellowish brown; moist; fewmedium to fine SAND; mostly low plasticity, low drystrength fines; coarsens downward.

Poorly graded SAND (SP); dark yellowish brown; moist;mostly fine SAND; trace fines; weak cementation.Fat CLAY (CH); dark yellowish brown; moist; mostlyhigh plasticity, medium dry strength fines.Poorly graded SAND with SILT and COBBLES(SP-SM); dark yellowish brown; moist; trace fineGRAVEL; mostly medium to fine SAND; little fines;weak cementation; 10% COBBLES, GRANITE,decomposed, soft, disturbed due to drilling; coarsensdownward. At Elev 689.4', contains few coarse to fine GRAVEL.SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; weak cementation.Poorly graded SAND (SP); dark yellowish brown; moist;mostly fine SAND; few fines; weak cementation.Poorly graded SAND (SP); dark yellowish brown;mostly medium to fine SAND; trace fines; weakcementation. At Elev 684.2', contains SILTY SAND lens, 2'' thick.

32

90

86

86

100

40

O05

O06

O07

O08

O09

O10

PA

Water encountered between 40-43'

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-026EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

710.07

708.07

706.07

704.07

702.07

700.07

698.07

696.07

694.07

692.07

690.07

688.07

686.07

684.07

682.07

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; mostly medium to fine SAND; few fines;weak cementation. At Elev 680.9', grades to fine SAND.

Poorly graded SAND (SP); dark yellowish brown; moist;trace coarse to fine GRAVEL; mostly coarse to fineSAND; trace fines; weak cementation. At Elev 677.3', contains increased fine GRAVEL in topof unit.

At Elev 675.8', consists of fine to medium SAND.

Poorly graded SAND with SILT (SP-SM); dark yellowishbrown; moist; trace coarse to fine GRAVEL; mostlycoarse to fine SAND; few fines; weak cementation.

Poorly graded SAND (SP); yellowish brown; moist;trace fine, subangular GRAVEL; mostly coarse to fineSAND; trace fines; weak cementation; fines upward.

At Elev 667.4', contains increased silt.

SILTY SAND (SM); brown; moist; mostly fine SAND;little fines; moderate cementation.

SILT with SAND (ML); dark yellowish brown; moist;trace fine GRAVEL; little medium to fine SAND; mostlynonplastic, low dry strength fines. At Elev 662.9', with with few coarse to fine GRAVELand increase in fines.

Poorly graded SAND with SILT (SP-SM); yellowishbrown; moist; trace fine GRAVEL; mostly medium tofine SAND; few fines; weak cementation.

SILTY CLAY (CL-ML); yellowish brown; moist; few fineSAND; mostly low plasticity, low dry strength fines. At Elev 655.8', contains poorly graded SAND lens, 4''thick.

At Elev 655.1', contains poorly graded SAND withSILT.

86

82

76

72

26

24

O11

O12

O13

O14

O15

O16

PA

Borehole heaving between 60-65'

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-026EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

680.07

678.07

676.07

674.07

672.07

670.07

668.07

666.07

664.07

662.07

660.07

658.07

656.07

654.07

652.07

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Poorly graded SAND (SP); yellowish brown; moist;mostly coarse to fine SAND; trace fines; weakcementation; fines upward.SILT with SAND (ML); dark yellowish brown; moist; littlefine SAND; mostly low plasticity, low dry strength fines.

Poorly graded SAND (SP); yellowish brown; moist;mostly coarse to fine SAND; trace fines; weakcementation; fines upward to fine SAND with SILT.

SANDY SILTY CLAY (CL-ML); yellowish brown; moist;some fine SAND; mostly low plasticity, low dry strengthfines.SILTY CLAY (CL-ML); yellowish brown; moist; few fineSAND; mostly low plasticity, low dry strength fines.

Fat CLAY with SAND (CH); strong brown; moist; littlemedium to fine SAND; mostly high plasticity, mediumdry strength fines; strong Bt soil horizon development[DECOMPOSED BEDROCK]. At Elev 642.8', observed leached lens, light yellowishbrown, ~1'' thick.

At Elev 642.5', observed leached lens, light yellowishbrown, ~1'' thick.

SANDY lean CLAY (CL); dark brown; moist; somemedium to fine SAND; mostly low to medium plasticity,low to medium dry strength fines; coarsens upward.. At Elev 639.4', observed light yellowish brown, ~1''thick.

SEDIMENTARY ROCK (SILTSTONE), moderateyellowish brown, intensely weathered, soft, (SILT (ML);yellowish brown; moist; mostly nonplastic fines; few fineSAND) [TOPANGA FORMATION].


72

100

72

100

100

100

100

O17

O18

O19

O20

O21

O22

O23

PA, PIS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-026EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

650.07

648.07

646.07

644.07

642.07

640.07

638.07

636.07

634.07

632.07

630.07

628.07

626.07

624.07

622.07

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115


Well-graded SAND with SILT, GRAVEL and COBBLES(SW-SM); yellowish brown; moist; little coarse to fineGRAVEL; mostly coarse to fine SAND; little fines; 5%COBBLES GRANITE, decomposed, micaceous,disturbed due to drilling [ALLUVIUM].

Decreased GRAVEL and increased fines.

SANDY SILTY CLAY (CL-ML); pale brown; moist;some fine SAND; mostly low plasticity fines.Poorly graded SAND (SP); yellowish brown; moist; fewcoarse to fine GRAVEL; mostly coarse to fine SAND;few fines.

SANDY SILTY CLAY (CL-ML); dark yellowish brown;moist; some fine SAND; mostly low plasticity fines.Poorly graded SAND with GRAVEL (SP); yellowishbrown; moist; little coarse to fine GRAVEL; mostlycoarse to fine SAND; few fines.

COBBLES, ~60 to 100%, GRANITE, disturbed due todrilling; yellowish brown; with coarse to fine, angularGRAVEL and fine SAND.

Poorly graded SAND with GRAVEL(SP), thinlyinterbedded with thin beds of SILTY SAND (SM). Poorlygraded SAND with GRAVEL; dark yellowish brown;mostly fine to coarse SAND; little fine to coarseGRAVEL; weak cementation. SILTY SAND; yellowish

100

78

88

90

O01

O02

O03

O04

Hand Auger to 5'

PA


SURFACE ELEVATION






BEGIN DATE


3-22-13LOGGED BY


34° 7' 15.90845" / -118° 9' 25.36406" NAD83HOLE ID






100.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-027EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

749.89

747.89

745.89

743.89

741.89

739.89

737.89

735.89

733.89

731.89

729.89

727.89

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

brown, mostly fine SAND; little fines; weakcementation.Poorly graded SAND with SILT, GRAVEL, andCOBBLES (SP-SM); dark yellowish brown; moist; somecoarse to fine GRAVEL; mostly coarse to fine SAND;few fines; 15% COBBLES, GRANITE, intenselyweathered, soft to moderately soft, ~3-4'' diameter.

Poorly graded SAND; (SP); dark yellowish brown;moist; few coarse to fine GRAVEL; mostly coarse tofine SAND; few fines.

At Elev 713.4', observed increased coarse GRAVEL.

Poorly graded SAND (SP); yellowish brown; moist;trace GRAVEL; mostly coarse to fine SAND; tracefines; weak cementation.

SILTY SAND with GRAVEL (SM); dark yellowishbrown; moist, little coarse to fine, subangular GRAVEL;mostly coarse to fine SAND; little fines.

Poorly graded SAND with COBBLES (SP); yellowishbrown; moist; trace fine, angular GRAVEL; mostlymedium to fine SAND; few nonplastic fines; 5%COBBLES, GRANITE, decomposed, soft, disturbeddue to drilling.

At Elev 697.8', becomes fine grained, increasing SILT.

50

90

80

88

34

88

O05

O06

O07

O08

O09

O10

PA

PA

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-027EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

725.89

723.89

721.89

719.89

717.89

715.89

713.89

711.89

709.89

707.89

705.89

703.89

701.89

699.89

697.89

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Poorly graded SAND (SP); yellowish brown; moist;trace GRAVEL; mostly coarse to fine SAND; few fines;weak cementation; fines upward.SILTY CLAY with SAND (CL-ML); dark yellowishbrown; moist; little medium to fine SAND; mostly lowplasticity, low to medium dry strength fines. At Elev 694.9', contains slight soil development(A-horizon), dark yellowish brown.

Poorly graded SAND (SP); yellowish brown; moist;mostly medium to fine SAND; few fines; weakcementation; micaceous.

Fat CLAY (CH); yellowish brown; moist; mostly highplasticity, high dry strength fines; micaceous.SILTY SAND (SM); yellowish brown; moist; mostlymedium to fine SAND; little fines; soil development(A-horizon?), color grades to dark brown to brown;micaceous.

Poorly graded SAND (SP); yellowish brown; moist;trace fine GRAVEL; mostly medium to fine SAND; fewfines; weak cementation. At Elev 688.0', observed GRAVEL, coarse to fine.

At Elev 687.1', observed SILTY SAND (SM) lens,mostly fine SAND; little SILT.

SILTY SAND (SM); dark yellowish brown; moist; mostlyfine SAND; little fines; moderate cementation;micaceous, coarsens downward.

At Elev 684.1', contains few coarse SAND and tracefine GRAVEL.

SANDY SILT (ML); brown; moist; some fine SAND;mostly low plasticity fines; micaceous.

Lean CLAY with SAND (CL); yellowish brown; moist;some fine SAND; mostly low to medium plasticity, lowto medium dry strength fines; micaceous. At Elev 681.6', becomes dark brown. At Elev 680.9', becomes brown.

At Elev 673.9', becomes dark brown. At Elev 673.6', becomes brown.

At Elev 671.9', becomes dark brown.

58

100

74

100

100

100

O11

O12

O13

O14

O15

O16

PA

PA, PI

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-027EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

695.89

693.89

691.89

689.89

687.89

685.89

683.89

681.89

679.89

677.89

675.89

673.89

671.89

669.89

667.89

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Increasing SAND.Lean CLAY with SAND (CL) (continued).

CLAYEY SAND (SC); dark yellowish brown; moist;mostly medium to fine SAND; some fines; moderatecementation.

SEDIMENTARY ROCK (SILTSTONE), grayish orangevariegated with orange; decomposed; soft; (SANDYLean CLAY (CL); moist; some medium to fine SAND;mostly low to medium plasticity fines) [TOPANGAFORMATION].

Boring Terminated at Planned Depth.Bottom of borehole at 100.0 ft bgs

100

100

100

O17

O18

O19 PA, PIS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-027EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

665.89

663.89

661.89

659.89

657.89

655.89

653.89

651.89

649.89

647.89

645.89

643.89

641.89

639.89

637.89

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

ASPHALT (6'').

AGGREGATE BASE(12").

CLAYEY SAND with GRAVEL (SC); dark yellowishbrown; moist; little coarse to fine GRAVEL; mostlycoarse to fine SAND; some fines; moderatecementation [ALLUVIUM].

SANDY lean CLAY with GRAVEL (CL); brown; moist;few coarse to fine GRAVEL; some medium to fineSAND; mostly low plasticity, medium dry strength fines. At Elev 778.5', observed A-horizon soil development',brown, medium dry strength.

CLAYEY SAND with GRAVEL (SC); dark yellowishbrown; moist; little coarse to fine, subangular GRAVEL;mostly coarse to fine SAND; some fines; strongcementation; coarse GRAVEL are intensely weathered.CLAYEY SAND (SC); brown; moist; few coarse to fineGRAVEL; mostly coarse to fine SAND; little fines;moderate cementation; coarsens downward. At Elev 776.6', contains weak B-horizon soildevelopment.

At Elev 775.2', with little GRAVEL.Poorly graded SAND with GRAVEL and COBBLES(SP); dark yellowish brown to brown; moist; little fine,subangular GRAVEL; mostly medium to fine SAND;few fines; weak cementation; fine GRAVEL appears tobe crushed COBBLE; 5% COBBLES, GRANITE,intensely weathered, moderately soft, ~3-4'' diameter.

Coarse GRAVEL are intensely weathered.

At Elev 765.9', contains Bt soil development.

Well-graded SAND with SILT, GRAVEL, andCOBBLES (SW-SM); dark yellowish brown; moist;some coarse to fine, subrounded GRAVEL; mostlycoarse to fine SAND; few fines; weak cementation;10% COBBLES, DIORITE, intensely to moderatelyweathered, moderately soft, disturbed by drilling.

95

100

100

100

100

100

100

O01

O02

O03

O04

O05

O06

O07

Hand Auger to 5'

PA, Pl


SURFACE ELEVATION






BEGIN DATE


3-7-13LOGGED BY


34° 7' 42.57908" / -118° 9' 16.73893" NAD83HOLE ID






85.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-034EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

781.71

779.71

777.71

775.71

773.71

771.71

769.71

767.71

765.71

763.71

761.71

759.71

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

(continued).

Poorly graded SAND with COBBLES (SP); yellowishbrown; moist; little coarse to fine, subroundedGRAVEL; mostly coarse to fine SAND; trace fines;weak cementation; 20% COBBLES, DIORITE,intensely to moderately weathered, moderately soft tomoderately hard, broken due to drilling.

SILTY CLAY (CL-ML); yellowish brown; moist; tracefine GRAVEL; few fine SAND; mostly low to mediumplasticity, low dry strength fines. At Elev 751.8', contains increased oxidation.Poorly graded SAND (SP); yellowish brown; few coarseto fine, subrounded GRAVEL; mostly coarse to fineSAND; few fines; weak cementation; coarsensupwards. At Elev 750.7', contains increased GRAVEL. At Elev 750.2', observed increasing silt.

Poorly graded SAND with COBBLES (SP); yellowishbrown; few coarse to fine, subrounded GRAVEL; mostlycoarse to fine SAND; little fines; GRAVEL increasesdownward; weak cementation. 5% COBBLES,GRANITE, moderately weathered, moderately soft; 5%COBBLES, DIORITE, decomposed, very soft.COBBLES disturbed due to drilling.

At Elev 744.8', becomes light yellowish brown.

At Elev 743.1', contains increased GRAVEL.

At Elev 741.6', contains increased GRAVEL.

SILTY SAND with GRAVEL (SM); yellowish brown;moist; little coarse to fine GRAVEL; mostly coarse tofine SAND; little fines; weak cementation.

Poorly graded SAND with GRAVEL (SP); yellowishbrown; little coarse to fine, subrounded GRAVEL;mostly coarse to fine SAND; trace fines; weakcementation.

Poorly graded SAND (SP); yellowish brown; moist;trace fine GRAVEL; mostly coarse to fine SAND; tracefines; weak cementation.

At Elev 730.5', contains decreased GRAVEL.

60

100

100

100

88

90

68

48

100

O08

O09

O10

O11

O12

O13

O14

O15

O16

PA

local soft drilling

PAlocal hard drillling

50-54' very soft drilling

local hard drilling

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-034EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

757.71

755.71

753.71

751.71

749.71

747.71

745.71

743.71

741.71

739.71

737.71

735.71

733.71

731.71

729.71

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

At Elev 728.7', contains decreased GRAVEL.Poorly graded SAND (SP) (continued).

At Elev 726.5', contains decreased GRAVEL.

CLAYEY SAND (SC); dark yellowish brown; moist; fewcoarse to fine, angular GRAVEL; mostly medium to fineSAND; some low to medium plasticity, low dry strengthfines; Has strong Bt soil horizon development[COLLUVIUM].

At Elev 716.9', contains moderate Bt soil horizondevelopment.

At Elev 715.3', becomes slightly oxidized, yellowishbrown to bottom of unit.

Moderate B-horizon soil development in decomposedbedrock.

SEDIMENTARY ROCK (CONGLOMERATE), fine sandto coarse sand, light gray, very intensely weathered,very soft, (Well graded SAND with GRAVEL and SILT(SW-SM), mostly SAND; little coarse to fine GRAVEL;few fines). [TOPANGA FORMATION].

Very pale orange, intensely weathered, soft.

Practical Refusal at 84.5'.

100

100

100

100

92

100

44

O17

O18

O19

O20

O21

O22

O23

PA, Pl

PADrill chatter, hard drilling

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-034EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET3 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

727.71

725.71

723.71

721.71

719.71

717.71

715.71

713.71

711.71

709.71

707.71

705.71

703.71

701.71

699.71

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85


Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-034EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET4 of 4

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

697.71

695.71

693.71

691.71

689.71

687.71

685.71

683.71

681.71

679.71

677.71

675.71

673.71

671.71

669.71

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

ASPHALT (6.5'').

AGGREGATE BASE (13").

SILTY CLAY (CL-ML); yellowish brown; moist; few fineSAND; mostly low plasticity fines; micaceous[ALLUVIUM].

A-horizon soil development.

Trace SAND; Laminar Bt soil development.

SILTY SAND with GRAVEL (SM); light yellowish brown;moist; little fine GRAVEL; mostly coarse to fine SAND;little fines; weak cementation; micaceous.SILT with SAND (ML); brown; moist; little fine SAND;mostly fines; micaceous.Poorly graded SAND (SP); black; moist; trace fineGRAVEL; mostly coarse to fine SAND; trace fines;weak cementation; laminated.Poorly graded SAND with GRAVEL (SP); darkyellowish brown; moist; little fine GRAVEL; mostlycoarse to fine SAND; trace fines; weak cementation;micaceous.

100

100

100

35

O01

O02

O03

O04

Hand Auger to 5'

PI

PA


SURFACE ELEVATION






BEGIN DATE


3-5-13LOGGED BY


34° 7' 45.53762" / -118° 9' 16.92735" NAD83HOLE ID






73.0 ft

BOREHOLE DIAMETER

8.5 in


.

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-035EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET1 of 3

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

785.19

783.19

781.19

779.19

777.19

775.19

773.19

771.19

769.19

767.19

765.19

763.19

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Poorly graded SAND with COBBLES (SP); darkyellowish brown; moist; few GRAVEL; mostly coarse tofine SAND; trace fines; weak cementation; slightlymicaceous, slight oxidization at top of unit; 10%COBBLES, GRANITE, decomposed, soft to very soft,disturbed due to drilling.

SILT with SAND (ML); dark yellowish brown; moist; littlefine SAND; mostly fines; micaceous.

At Elev 756.0', becomes oxidized, dark yellowishbrown and very pale brown.

Poorly graded SAND with GRAVEL (SP); darkyellowish brown; moist; some coarse to fine GRAVEL;mostly coarse to fine SAND; trace fines; weakcementation; fines upward. At Elev 754.1', becomes oxidized.

At Elev 752.2', becomes strong brown.

At Elev 749.4', observed dark yellowish brown, <5%IGNEOUS COBBLES, intensely weathered, 3-4''diameter.

Poorly graded SAND (SP); dark yellowish brown; moist;few fine GRAVEL; mostly coarse to fine SAND; fewfines; weak cementation.

At Elev 745.5', observed SILT lens, brown.


At Elev 744.2', observed <5% IGNEOUS COBBLES,GRANITE, decomposed, very soft, ~6'' diameter.

SEDIMENTARY ROCK (SANDSTONE), coarse sandto fine sand, very pale orange, very intenselyweathered, soft, (SILTY SAND (SM), brown; moist;trace fine GRAVEL; mostly coarse to fine SAND; somefines; strong cementation) [TOPANGA FORMATION].

100

100

100

100

44

100

40

100

100

100

84

O05

O06

O07

O08

O09

O10

O11

O12

O13

O14

O15

PAS

ampl

e Lo

catio

n

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-035EA07-187900


DIST.07

ROUTE710

POSTMILE

(continued)

SHEET2 of 3

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

761.19

759.19

757.19

755.19

753.19

751.19

749.19

747.19

745.19

743.19

741.19

739.19

737.19

735.19

733.19

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

SEDIMENTARY ROCK (Sandstone) (continued).

Becomes decomposed; (Poorly graded SAND withSILT (SP-SM); brown; friable).

(SANDSTONE), intensely weathered, soft, (SILTYSAND with GRAVEL (SM), mostly coarse to fineSAND; some coarse to fine GRAVEL; little fines).

Decomposed, grayish brown.

Dark yellowish orange, intensely weathered, oxidized.Practical Refusal at 73 ft.Bottom of borehole at 73.0 ft bgs

100

68

34

48

40

64

100

O16

O17

O18

O19

O20

O21

O22

PAvery hard drilling

very hard drilling

Refusal

Sam

ple

Loca

tion

COUNTYLA

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th


DATE


BRIDGE NUMBER

HOLE ID

A-13-035EA07-187900


DIST.07

ROUTE710

POSTMILE

SHEET3 of 3

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

731.19

729.19

727.19

725.19

723.19

721.19

719.19

717.19

715.19

713.19

711.19

709.19

707.19

705.19

703.19

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

Mat

eria

lG

rap

hics

5 B

R -

ST

AN

DA

RD

SR

710N

_EC

ILO

GS

_RE

VB

YC

H2M

.GP

J C

ALT

RA

NS

LIB

RA

RY

DE

C09

-W_E

CI_

LOG

O.G

LB

1/1

5/14

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

Documents

APPENDIX A.1 Current Boring Logs title boring record legend ol ol ch silty gravel cl cl-ml ml cobbles and boulders boulders pt gw sc clayey gravel silty, clayey gravel silty sand clayey