APPENDIX A

AS-BUILT LOTB SHEETS
Page A - 1

Rochester Overhead 
Page A - 2
Page A - 3

Arrow Route UC /Day Canyon Channel
Page A - 4
Page A - 5

Rte 66 / I-15 Separation
Page A - 6
Page A - 7
Page A - 8

Etiwanda Avenue
Page A - 9
Page A - 10

Baseline Rd
Page A - 11
Page A - 12
Page A - 13

 Etiwanda Overhead
Page A - 14
Page A - 15

Victoria Street Undercrossing 
Page A - 16
Page A - 17

East Etiwanda Creek
Page A - 18
Page A - 19
Page A - 20
Page A - 21
Page A - 22

E210-N15 Connector / I-15 Separation
Page A - 23
Page A - 24
Page A - 25

SR 210 / I-15 Separation
Page A - 26
Page A - 27
Page A - 28

S15-E210 Connector Separation
Page A - 29
Page A - 30
Page A - 31
Page A - 32

W210-S15 Connector / I-15 Separation 
Page A - 33
Page A - 34

Cherry Avenue UC 
Page A - 35
Page A - 36
Page A - 37
Page A - 38
Page A - 39

T/RW_Summit Ave OC (Beech Ave) 
Page A - 40
Page A - 41

Duncan Canyon Road OC
Page A - 42
Page A - 43
Page A - 44
Page A - 45

Sierra Avenue UC 
Page A - 46
Page A - 47

Lytle Creek Bridge
Page A - 48
Page A - 49
Page A - 50

Glen Helen Parkway UC
USERNAME => s1281 DATE PLOTTED => 25-OC TIME PLOTTED => 08:01

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

FUNCTIONAL SUPERVISOR DRAWN BY:

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => glenhele

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

CALIFORNIA

STATE OF DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE OF CALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08

2020

2010

2000

1990

1980

1970

1960

1950

1940

1930

2030 R-10-001

4"

47 1.4

REC=60%

RQD=30%

REC=100%

RQD=40%

REC=100%

RQD=20%

REC=90%

RQD=60%

REC=100%

RQD=20%

REC=100%

RQD=20%

REC=100%

RQD=60%

REC=100%

RQD=40%

REC=100%

RQD=25%

REC=100%

RQD=80%

REC=100%

RQD=50%

REC=100%

RQD=90%

REC=100%

RQD=90%

REC=90%

RQD=80%

REC=100%

RQD=100%

ERi = 68%

2020

2010

2000

1990

1980

1970

1960

1950

1940

1930

2030

14.77

 SBd 15 

11-30-10

2027.1’

REC=50%

RQD=40%

REC=100%

RQD=30%

REC=80%

RQD=72%

Boring terminated at Elev 1927.1’

50/3" 1.4

R-10-001

4"

779

779

780 781 782

781

• Glen Helen Pkwy

S74^55’42"E ̈

N24^16’35"E

To Fontana

To Devore

PLAN

1" = 40’

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran

3643

F. Nguyen 5/11

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

54-0779L/R

BENCH MARK

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

GLEN HELEN PARKWAY UC (WIDEN)

"A1" Line

780+00.32 "A1" Line

780+00.12 • Glen Helen Pkwy

2.2’ Rt Sta 780+20.0

 "A1" Line

778

4"

4"

REC=94%

3.0’ Lt Sta 778+70.0

 "A1" Line

2047.0’

26 1.4

22 1.4

28 1.4

33 1.4

128 1.4

48 1.4

REC=93%

RQD=0%

41 1.4

20 1.4

13 1.4

15 1.4

27 1.4

100/6 1.4

90/6 1.4

42/3 1.4

92/6 1.4

95/6 1.4

70/3 1.4

REC=66%

RQD=0%

REC=66%

RQD=0%

REC=100%

RQD=0%

REC=98%

RQD=0%

REC=33%

RQD=0%

REC=27%

RQD=0%

REC=83%

RQD=0%

REC=30%

RQD=0%

REC=100%

RQD=0%

REC=100%

RQD=0%

Boring terminated at Elev 1947.0’

ERi = 97%

7-06-11

R-11-022

778+50 779+50 780+50

2040

2050

2040

08-30-11

CHECKED BY: A. Wardak, D. Cook

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

1 OF 5

R-11-022

09-23-11

Poorly-graded SAND (SP); very dense; light brown; moist; mostly coarse to medium SAND; few fines.

-(Well-graded SAND (SW); medium dense; light brown; moist).

-light gray; intensely weathered, moderately soft; (Well-graded SAND (SW); very dense; moist).

-light gray; intensely weathered to decomposed; soft; (Poorly-graded SAND (SP); mostly medium 

 to coarse SAND; few fines).

Asphalt 4".

Well-graded SAND with SILT and GRAVEL (SW-SM); very dense; dark brown; 

moist; little subangular fine GRAVEL; GRANITIC (NATIVE ALUVIUM). 

Well-graded SAND with SILT (SW-SM); yellow brown; moist; (FILL).

IGNEOUS ROCK (GRANITIC); medium grained; yellowish dark brown; intensely 

weathered; soft; slightly fractured.

-moderately soft.

-light brown; moderately weathered; moderately hard; moderately fractured.

-moderately to intensely weathered.

-intensely weathered; soft; intensely fractured.

-brown; moderately weathered.

-moderately weathered; moderately soft; intensely fractured.

-yellowish light brown; moderately weathered; moderately hard; moderately 

 fractured.

-very intensely fractured.

-intensely fractured.

-moderately fractured.

-light gray; slightly weathered; very intensely fractured.

-brown; intensely weathered; moderately soft; intensely fractured.

Well-graded SAND (SW); dense; yellowish orange; moist; moderate cementation; (FILL).

IGNEOUS ROCK (GRANITE); yellowish brown; decomposed; very soft; (Poorly-graded SAND (SP); 

very dense; mostly coarse to medium; few fines).

-(dense; dark brown; mostly medium to fine SAND).

-(Poorly-graded SAND (SP); medium dense; light brown; moist; coarse and fine SAND; few 

 medium SAND; weak to moderate cementation).

-light brown; decomposed; soft; (Poorly-graded SAND (SP); dense; coarse to medium SAND; few fines).

-light brown; decomposed; few fines; soft to moderately soft (Poorly-graded SAND (SP); very dense).

-gray; intensely weathered to decomposed; moderately soft to soft; (Poorly-graded SAND (SP); 

 very dense; moist; mostly medium to coarse; few fines).

-light gray; intensely weathered; moderately soft; (Well-graded SAND (SW); very dense; moist).

Note: Ground water was not encountered at the 

 time of this field investigation.

Well-graded SAND with GRAVEL (SW); very dense; mostly well-graded SAND; and little well-graded 

subrounded GRAVEL; (NATIVE).

10-19-11 10-24-11

Page A - 51
Page A - 52
Page A - 53
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: .... "iLlNEA1..F',r;PILES, PLAhiS: . 10.28 

, iLlNEAL Fr. PILES, "AS BUlL T":, 1030 

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R-I E. 31 

I ' 

! i REMARKS: 

, . , i /ltt foo;,*,JS (!<77'S'lrk<re/ >fi, I'kM e,0", 

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DEVORE ROAD :UNDERC ROSSING 

2070 

" ! 

206( 

20.5C 

2010 

I 

Page A - 54
Page A - 55

Glen Helen Road UC
USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:28

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => glenhele

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

CALIFORNIA

STATE OF DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

 

DEPARTMENT OF TRANSPORTATION

PROFILE

LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

 

STATE OF CALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08

4"

ERi = 68%

Note: No ground water encountered during 

 field investigation.

 SBd 15 

50/3" 1.4

4"

To Fontana

To Devore

PLAN

1" = 40’

BENCH MARK

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran

3643

F. Nguyen 5/11

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

R-10-002

2056.2’

• Glen Helen Rd

N44^18’29" ̈W

N10^35’24"E

825 826

827

828 829

R-10-002

54-0780L/R GLEN HELEN RD UC (WIDEN)

15.66

Boring terminated at Elev 1956.2’

24 1.4

25 1.4

42 1.4

77 1.4

51 1.4

60 1.4

50/5" 1.4

50/4" 1.4

12-28-10

826+00 828+00 830+00

Horiz. 1" = 20’

Vert. 1" = 10’

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

0.6’ Rt Sta 826+95.0

 "A1" Line

"A1" Line

826+85.82 "A1" Line

 • Glen Helen Rd

1 OF 4

08-26-11

2060

2050

2040

2030

2020

2010

2000

1990

1980

1970

1960

Well-graded SAND with GRAVEL (SW); medium dense; light gray; moist; little well-graded, subangular GRAVEL.

Well-graded SAND (SW); dense; grayish light brown; moist; few subangular well-graded GRAVEL.

Well-graded SAND with GRAVEL (SW); very dense; grayish light brown; moist; little fine, subangular GRAVEL; trace fines.

Well-graded SAND with GRAVEL and COBBLES (SW); dark gray; moist; little well-graded subangular GRAVEL; 10% subrounded 

COBBLES of hard GRANITICS and METAMORPHICS.

Well-graded GRAVEL with SAND and COBBLES (GW); dark gray; moist; well-graded subangular GRAVEL; 10% COBBLES 3"-6"; 

hard subrounded; GRANITICS.

Well-graded SAND with GRAVEL (SW); dark gray; moist.

3" Asphaltic concrete.

Well-graded SAND with GRAVEL; COBBLES and BOULDERS (SW); very dense; dark gray; moist; little well-graded GRAVEL; subangular; 

10% COBBLES from 3 to 12"; hard; subrounded GRANITIC; 5% BOULDER 12"-18"; subrounded, hard GRANITIC and METAMORPHICS.

-well-graded subangular little GRAVEL; 10% COBBLES; 3"-6", hard; subrounded; GRANITIC and METAMORPHICS.

2060

2050

2040

2030

2020

2010

2000

1990

1980

1970

1960

C. Hoadley, F. Qmehr

10-03-11

10-12-11

Page A - 56
Page A - 57
Page A - 58

Devore Overhead
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NOTE: Clossif'icction of earth material as shown on this sheet is based upon 

field inspection and rs not to be construed to imply mechanical ana!ysj-s. 

f\) I\J f\J f\J f\J f\) 

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LEGEND OF BORING OPERATIONS 

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T""-"_",,,- . . Toc _ !,.5i Bll)ws per tOOI,"\ r ... · J Sudoce COSlIl90rl'l1!l\-----. . .... '-------.i 

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Unconfined Dote 

500 '¥'') SompIe token stren!;th (T /sq ft v'S ' ConiMf1\oble matenol. !:sI Sheor strength 8itm'lOte-d mcterta! chonQe 

Refuse! Unconformo.ble m/Jterlol chanqe SonM(,l dafe Ub/SCl tt) / BOflf\9 date BO-I'ing date 100 200 

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rial as' 'II .on this she,! is bal8d' ' r./- upon field . anll is not to Z.JI;!P . , .... 'to imply mechanical 

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DATE 9-24-68 

3- 26-69 

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PROFiLE 

/'/-=10' 

. 

1'l4 q 

Charge: 08203 

W A,' 04')/// 

, .... :l)t;j 8 -/ 

i 

Dense 10 very dense, 

/ighf brow/I, /77emvrtJ 

I .• tQ coor.se, 9rave4' , 

.. s,orld. to;; 

I"' •• ,I,. 

I;;,i 1'7011" Very de!?'Se l brownl , 

9r<'7ve/& sood. . 

1".11.4 : 

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•• 0 

': 

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i 

. 

, ; 

N? GROUND WATER Et.'ICOVNTERE,O 

0YRING TNIS INVESTIGATION BY 

6.RIDGE GEOtoGY SECTION 

•• PA TE _____ __ 

: I . 

. -.. 

ClObO 

2050 , 

2040 

8;;0 

STATE OF CALlFOIINIA' ;: -C 

2030 Of WORK,S !>rlEI:: 1 '''-

__ ____ ______ __ 

11-.2-65 DEVORE OVERHEAD: 

e020 ..• ! ,. .! -.... ... "-,-" .- ... 

, LOG q>F TEST BqRINGS: 

.,-,-

, . 

, 

., 

" 

I' , 

:; 

Page A - 60
USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:39 OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS ENGINEERING SERVICES CHECKED BY: DRAWN BY: NAME: FUNCTIONAL SUPERVISOR ORIGINAL SCALE IN INCHES FIELD INVESTIGATION BY:

FILE => devore-o

CALIFORNIA

STATE OF

DESIGN BRANCH

PROJECT NUMBER & PHASE:UNIT:

x

POST MILE

BRIDGE NO.

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DEPARTMENT OF TRANSPORTATION

CHECK PRINT

by

LOG OF TEST BORINGS

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE O ALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

completeness of electronic copies of this plan sheet.shall not be responsible for the accuracy orThe State of California or its officers or agents

POST MILES

TOTAL PROJECT

08

2020

2010

2000

1990

1980

1970

1960

1950

2030

4"

ERi = 68%

 SBd 15 

MATERIALS AND GEOTECHNICAL SERVICES

B. Levine/S. Logeswaran A. Perez-Cobo

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

2040

2050

2060

2070

2080

2090

& Presentation Manual (2010 Edition).the Caltrans Soil & Rock Logging, Classification, This LOTB sheet was prepared in accordance with 

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

EARLIER REVISION DATESDISREGARD PRINTS BEARING

F C

P R O F E S S I O N A L G E O L O G I S T

BENCH MARK

1940

F. Nguyen 6/11

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

R-11-003

2129.2’

30.0’ Rt Sta 841+75.0 "A3" Line

2100

2110

2120

2130

31 1.4

30 1.4

32 1.4

32 1.4

35 1.4

24 1.4

25 1.4

44 1.4

33 1.4

62 1.4

40 1.4

61 1.4

47 1.4

60 1.4

73 1.4

53 1.4

87 1.4

>82 1.4

REF 1.4

REF 1.4

01-12-11

841+50 842+50

1930

1920

Boring terminated at Elev 1929.2’

01-12-11

D. Cook, C. Hoadley

2020

2010

2000

1990

2030

2040

2050

2060

2070

2080

2090

2100

2110

2120

2130

1980

1970

1960

1950

1940

1930

1920

GWS Elev 1964.2’

PLAN

1" = 100’

DEVORE OH (WIDEN) 54-0818L/R

1 OF 4 15.90

845

850

940 944 840 845 850

840 845 850

R-11-003

4"

"A3" Line

"C2" Line

"A2" Line

"C1" Line

08-26-11

Well-graded SAND with SILT (SW-SM); dense; mottled yellow brown and brown; moist; few 

subangular fine GRAVEL; (FILL).

-grayish light brown.

CLAYEY SAND (SC); medium dense; grayish brown; moist.

Well-graded SAND with SILT (SW-SM); medium dense; grayish light brown; moist.

Well-graded SAND (SW); dense; yellow brown; moist; few subangular fine GRAVEL.

Well-graded SAND with GRAVEL (SW); very dense; grayish light brown; moist; little subangular 

well-graded GRAVEL (ALUVIUM). 

Well-graded SAND (SW); very dense; grayish light brown; moist; few fine subangular GRAVEL.

Well-graded SAND with GRAVEL (SW); very dense; grayish light brown; moist; little well-graded 

subangular GRAVEL.

-olive light gray.

Well-graded SAND with GRAVEL (SW); very dense; light gray; moist; little well-graded 

GRAVEL; subangular.

-10% cobbles 3"-7".

Poorly-graded GRAVEL with SAND and COBBLES (GP); very dense; light gray; wet; 30% medium 

to coarse SAND; well-graded subangular GRAVEL with 10% COBBLES 3"-4"; subrounded GRANITICS 

and METARMORPHICS (GNEISS, SCHISTS).

10-03-11

10-12-11

Page A - 61
Page A - 62

Cajon Creek
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SEISMIC RETROFIT PROJECT NO. 438 

DIST. COUNTY ROUTE 

08 SBd 15 

POST MILES - TOTAL PROJECT 

, 6.07 

Total 

Shlil91s 

STRUCTURAL FOUNDATIONS BRANCH ENGINEERING SERVICE CENTER 

REGISTERED ENGINEER· CIVIL 

CAJON CREEK BRIDGE 

LOG OF TEST BORINGS 4 OF 4 

I'IQIE; THIS LOG OF TEST BORINGS IS AVAILABLE 

ON MICROFILM AT OFFICE OF STRUCTURES 

DESIGN SACRAMENTO CALIFORNIA 

.4¥ .. 

ii 

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'.'.:1. ------.. -----1-------__________ =-. __ -+ _________ , ____ bAl_I_,_-:.::_-:: -- :': ---

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20,jO 

... -------------1/(,20 NOTE; Ciouificolion 01 earth male, 

'" Wown on !hi, all"1 i, 

upon f .. 1d impeclion Qnd j, nol 10 

t" wmlrued 10 imply meci .. !>nicol 

QRoly,ii, 

. ' ." :''t 

..;. .' 

, ."- ----------------r . , 

OUNTY ROUTE POST MILES, TOTAL PROJECT She., Total 

No. Sheets 

s 5 

ENGINEERING GEOLOGY BA ANSPOATATION MATEAIALS& AESEA 

CERTIFIED ENGINEERING GEOLOG(S 

CAJON C RIDGE' 

F TEST BORINGS 4 OF 4 

THI BORINGS IS AVAILABLE 

ICROFILM AT OFFICE OF STRUCTURES 

DESIGN SACRAMENTO CALIFORNIA 

CU: 08203 

EA: 325801 

BRIDGE No. 

54-781 RlL 

&c, 

,If L.E,RAND 

No. ____ 75r-_ 

* Exp, 6-30-:.92 * 

CERTIFIED 

INEERING 

t 

. 

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. ; 

_-... ---------- -" -----.-----,---- -·i-----------------+---.,..------.::.::..:..:.It--____ --______ --=Dm510" 0; ___ .. 

/0-;:8-65 

I 

860 

• r 

"-..- . .. 

-----:------+---.-------t----'----..=.:.:.. ... __ ._____ ____ 'JUN __ 

LOG OF TEST BORINGS 

861 862 

_ .. _----------.,..---------_._---

.tim 

Page A - 63
en 

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Tl6051 REV 3190 5GJ5(1 

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NOTES: 

I.For Bench Marks and Notes 

see Shee.l I of 4. 

. 

--' '-. 

o 

IX) 

If') 

+ 

OJ 

If') 

IX) 

• 

ROUTE POST MILES 

TOTAL PROJECT 

. -

SHEET 

NO. ;!'II"1E ETS 

FOR PLAN VIEW, SEE LOG OF TEST BORINGS SHEET 1 OF 4 

....-------------------1\ 

c!; 

'" 

'" 15 

OJ 

OJ 

+ a 

to 

00 

. 

tl 

i'n 

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2152.2 '" 

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I 

I I37T1"4 ::,-=--

10<.'1' .... 

Dense, olive brown, SILTY 

SANDY GRAVEL with occasional 

COBBLES (fill material), dry. 

2150 

2140 

"""""""'-'-1., _________ 

"I' . ... 

Dense, brown and dark olive, GRAVELLY SILTY SAND (fill 

material). ______ . ________ j ______ . __ . ______________ 

f.!' '" ". Ioi . • " 

r "" . 

4-¥;'!' 

.,. -

'". f( I' 

... 

,,"; 

". r=---r-::-:--/'" " 135 11.4 .J<;, - ." 

.. !' 

1-" .. I." . r=cc-' I' 1.4 ." .;. ---.-----r-- .J<' -

.... 

SEISMIC RETROFIT PROJECT NO. 438 

DIST. COUNTY ROUTE POST MILES· TOTAL PROJECT 

08 SBd 15 16.07 _'-j.......!o""-+,"""'!lL..j 

ST UCTURAL FOUN9ATIONS I\fIANCH .. ENGINEERING SERVICE CENTER 

REGISTERED ENGINEER·CIVIL 

CAJON CREEK BRIDGE 

LOG OF TEST BORINGS 3 OF 4 

l::lQIE; THIS LOG OF TEST BORINGS IS AVAILABLE 

ON MICROFILM AT OFFICE OF STRUCTURES 

DESIGN SACRAMENTO CALIFORNIA 

---_.-

CU: 08109 

EA: 413901 

BRIDGE No. 

54·0781 

2120 

2110 

____ 2100 

I Dense, olive, medium to coarse SAND with occasional Gi,AVEL 2090 __________ .... and less than about 10% fine. ... __ . ___ . ------------

. I 8 5 - 1>70 11.4 r--" .;:/1. Very dense, olive brown and reddish brown, SANDY GRAVEL 

2085.2 r-9-'- }. 2085.1_ .. [3il x 00: with scattered COBBLES . 

2080 + .Ai Dense, light brown to reddish brown, SANDY GRAVEL • Dense, light brown to reddish brown, SANDY GRAVEL ! . 1>7011.4 rrj _____ ._=-_____ . :.... with abundant large COBBLES. 'th b d t I COBBLES A 

'"'"" 163 11.4 WI a un an arge . ;:-;1) 

.---- .2..... ..... 

2080 

153 11.4.A Dense, reddish brown, GRAVELLY SAND with 148 1.4 '0';' Dense, olive brown, GRAVELLY SAND with occasional 1" .. '"; ... . r-C"O'c---r-Q;J: 

occasional COBBLES. COBBLES. 1>70 11.4 2070 

-------------------·-------------j-------------r 1:>7"'0"'.-:11'-.4:-1· .. ·.. Very dense, reddish brown, SANDY GIRAVEL with ----------'-------. , p.:-£ ---... ------.----.----------+-------------------.----.----.--------+=-=--'--=--

. . Dense to very dense, olive brown, SANDY GRAVEL scattered COBBLES. . .. 

>7011.4 ' .. " with scattered COBBLES. 1>70 1.4 · ... t lAO. 

2070 

f>79Ty-:- 2060 

r=:c-r-c-c-l .. . -----------------'-11-----------------------------·------------1 ... ·1------------------.-----------f-----------.--.-----.. -----------------.---f-==-='----==---='---- 1>7011.4 '.:. 1>7011 4 • 1'- .... 

>70 11.4 I> 11.4 1:>=-710-:-;-11C-.4c-J<,.:: 'A 0.-; r. 00: • • ______ -I-....!:I>7o:::. 0:::,:; 2 050 . i>70H'4- : i\)7oTi:4"; -------,,----.. .;.:11----.----.. --------.-.--.---.-+----------'------.--------------------+-=-=-=--=--

I r _ 1>70" 11;--4:-:f:),;:' 

1>70 11.4 II 

I' 

.... ----------- -----------·----------------1·-·---------------------·-·-.. -·-· C

.-;- .;.. •• • I ,.... ... r-.... " ! "'"... 1>70-11.4 

r.c;-;;-r:' .... REC!., 6Q1L 'o!"O I 

ll.ZQ.J..1.d... .£A RQD. 0.0% r'. AI r.:;" . .. II 

. " r-f<r-12J5/8" I 2030 

2060 

2050 

2040 

2030 

2040 

1>70 11.4 '0''' Very dense; reddish brown, GRAVELLY SAND with -

1>70 11.4 Friable and weak, dark green, strongly weathered, -------------- ----------.. ----------+. .. -----------... I 

' to intensely fractured (0.01' - 0.2') and 1>7011.4 .... Very dense, reddish brown, coarse SAND with 'occasional 

REC. 95% r 3' intensely Jointed «1.0'), MICA SCHIST (PELONA ..... GRAVEL 

. . I .... occasional COBBLES. ....9, • I __ S_C.HIST) with lenses of QUARTZ and FELDSPAR o-:)! I tJ.;.' 2020 

--.... - '-- - .. ------------------!!----------------------------------------I------- ----------------------.-------t---------------.-------.---.-

- I ROD. r.;.'" I .. 7-:-.... Very dense, reddish brown, SANDY GRAVEL with scattered . ,. . 1>70 lill "'¥...", . I.' Q"" Mod<;r,<!tely hard and moderately strong, dark green, 1>70 11.4 . COBBLES. 

slightly to moderately weathered, Intensely l".2t Very dense, olive brown, SANDY GRAVEL with scattered [)A I 

RQD. 7% COBBLES, a BOULDER 1.5' ¢ between elevation 2011' I 20 1 0 

REC; 77% - 0.2') and intensely jointed «1.0'),--·-------\)7--0--1".--..,.., ftr:{j and 2009'. I .. _ Friable and weak, dark green, strongly weathered, crushed -.---.. ------.-----.-------... ·--F. _ 

RQD. 45% MICA SCHIST (PELONA SCHIST)wlth lenses and >70 1 4 -!'.. to intensely fradured (0.01' - 0.2') and intensely Jointed 

1 90 veinlets of QUARTZ and FELDSPAR. Occasional .... ' 1>70 11.4 « 1.0), MICA SCHIST (PELONA SCHIST) with lenses of 

11-1 - intervals of decomposed thin layers are encountered. l>701i:4' Friable and weak,dark green, strongly weathered, crushed to QUARTZ and FELDSPAR. +--

I A hard and strong, light gray, slightly weathered, . t t ( ') d' t I" t d ( 1 0'\ ._ I 

, APLITIC DIKE' t d I In ensely frac ured 0.01' - 0.2 on In ensey Jorn e <. l.t....·--;-______ · ____ 1 3' -- -------------------------------.... -----

closely fractured IS encaun ere a MICA SCHIST (PELONA SCHIST) with lenses of QUARTZ and RQD. 0.0% 

about elevation t 2010'. FELDSPAR. .. Moderately hard and moderately strong, dark green, slightly RQD. 0.0% ( ) 1>70 1,:4' t.o moderately weathered, intensely fractured 0.02' - 0.2' 

2010. 

2000 2000 

Moderately hard and moderately strong, dark green, slightly 12-3-90 and intensely jointed « 1. 0'), MICA SCHIST (PELONA SCHIST) 

.. -- to weathered, (0.02' 0 0.2') II lenses and veinlets of QUARTZ and FELDSPAR. 

I and intensely jointed «1.0'), MICA SCHIST (PELONA SCHIST) I Occasional intervals of decomposed thin layers are 

with lenses and veinlets of QUARTZ and FELDSPAR. Occasional I encountered. I 

REC. 95% • t I f d d thO ltd 

L2ervos 0 are encoun ere. 862+50 863+50 

1990 

PROFILE 

859+50. 

I 

860+50 

I 

RQD. V I 

11-8-90 I I 

OFFICE OF 

TRANSPORTATION MATERIALS & RESEARCH ENGINEERING GEOLOGY BRANCH 

DAAWNBY K. WAHL 2-91 8 VICTOR SESTOKAS 2/91 

CHECKED BY 

I 

ilF ::' L' 

I 

State of 

CALIFORNIA 

DEPARTMENT OF TRANSPORTATION 

ORIGINAL SCALE IN INCHES ' 1 ' 1 ' 1 

FOR REDUCED PLANS 0 . I 2 :3 

DIVISION OF STRUCTURES 

STRUCTURE DESIGN 

CU 08203 

EA 325801 

I 

. BRIDGE NO. 

54-0781RL 

POST MILE 

16.07 

DISREGARD PRINTS BEARING 

EARLIER REVISION DATES 

. 

Hor. 1" '" 20' 

Ver. 1" = 1 0' 

CAJON CREEK BRIDGE 

864+50 

I 

LOG ()F TEST BORINGS 3 OF 4 

REVISION DATES (PRELIMINARY STAGE ONL VI SHEET Of 

• I 

I 

I 

I 

Page A - 64
Ul 

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I 

SHEET 

""'" NO. UI::i I. ..... COUNTY 

POST MILES ROUTE 

NOTE, 

For Bench Marks and Notes 

see Sheet I of 4. 

FOR PLAN VIEW, SEE LOG 

. . 

OF TEST BORINGS SHEET or 4 

.. 

_ ''OCT 

DIST. 

08 

013 15 

SEISMIC RETROFIT PROJECT NO. 438 

COUNTY ROUTE POST MILES· TOTAL PROJECT 

SBd 15 16.07 

Total 

Sheets 

STRUCTURAL FOUtjDATIONS BjlANCH - ENGINEERING SERVICE CENTER ,(', , '1( 

!/)'<r 

ti C? & s.AMIRI . 

'" m REGISTERED ENGINEER· CIVIL 

a: No. 49996 :rJ' 

CAJON BRIDGE • Exp. 6-30-97 • I 

LOG OF TEST BORINGS 2 OF 4 

l'lQIE; THIS LOG OF TEST BORINGS IS AVAILABLE 

ON MICROFILM AT OFFICE OF STRUCTURES 

DESIGN SACRAMENTO CALIFORNIA 

CU: 08109 

EA: 413901 

BRIDGE No. 

54-0781 

0';, /,,''f- . / "Ir,.. / ,- OF Cl'-\.\y i 

2080 

2070 

...J 

'-. 

u 

to 

'" + <Xl 

l{) 

OJ 

. 

tl 

8-1 

m 

. (Y) 

+ 

DO 

"' 

DO 

ci! 

ill I 

DO 

(Y) 

8-2 

NOTES, 

I. A Seismic Refrac,tion Investigation was cQnducted 

during Novp.mher,1990 by Joe Egan,District II 

Engineering Geologist. The investigation consisted 

"'I 

.21 

O::! 

...Ji 

'-.' 

ul 

... 

"' + 

01 

"' 

<Xl 

of eight Seismic Traverses.Only one line Traverses .s 

Ihe bridge site.Dalo from Ihe Seismic sludy is available 01 our LA office. (f) i 

2. No goundwater encountered during field investigation. ...J 

3. COBBLES consist mainly of hard granitic rock :;J 

fragments and soft SCHIST fragments. Sizes range 8-3 

I __ , .... 2085 • between 3" to 10". GRAVELS are mostly subangular and 2085.1 3" 

.. 

I -0 .. : range in size between 0.1" - 2.5"(0.5" - 2.0" average). 1":;: 

Compact, light br, own to olive brown, SANDY GRAVJ;L Iii '.1:-;--.=-..4 .• --156_1_1<±:: Dense, olive brown and reddish brown, SANDY GRAVEL with '51-j-;--C-1 4-- - -l. ___ . J: 8Q...- _ Q.L _LeI •• ... t Dense, light brown to reddish· brown, SANDY GRAVEL with 

with abundant COBBLES and occasional BOULDERS. 14 abundant large COBBLES and possible BOULDERS. I -'A ' 

(Aporox. 2' dio 1· . . c-rt-> abundant large COBSLES. 

Sligl'ltly compad, light brown, GRAVELLY CLAYEY 110 11.4 &2.111:" I t±LIhL Dense, reddish brown, GRAVELLY SAND with occasional 

SAND with scattered _ . _____ __ _D_e_n_s_e __ ,_r_e_d_d_iS_h._b_r_o_w_n_._' ___ . __ ._._. ______ __________ ]-,-V-:" ___ . __ .. __ . ______ ._ ... -.------

Dense to very dense, light brown and gray, SANDY Q§ 1.4 . 42 

GRAVEL with scattered COBBLES. '." Do!-· 1" . .0 

X/ r;;-;;-T- -;- ". "'9 r,:-;:;-r:-c-"' 

2080 

2070 

lLZO 14 (J,'A &!L.!1.4 2'" Dense, reddish brown, GRAVEL.LY SAND with occasional small 

2 0 60 _I 11-12-90 COBBLES. 8 ... ·' - -... --'---."----- .. Very dense, reddish brown, SANDY GRAVEL with scattered small -,.------.. ---.-

to large COBBLES. I O-ADense to very dense, olive brown to reddish brown, SANDY 

GRAVEL with scattered COBBLES. 2060 -. - -.-..... ---.-----.. -- -.-.--------r-.-... .... --- .-

riA'... 1 

I , 

_____ Very dense, reddish brown, GRAVELLY coarse • !JoIt:±':: :: ---.-.-----.. --.. ... ----.-- ____ ._. __ . _______ ":"{ 

Very dense, olive to reddish 

,I 

brown, SANDY GRAVEL with 1>70 11.4-

2040 scattered COBBLES. L &1: .. - ... ii .. .. -----.. --- I 'waf 1:4 4: 

i NQlidJ;: Very dense, grayish brown, GRAVEL with abundant COBBLES. R7a Lt,.±.. 

,2.9:3Q __ II' -a% r - -- ------t------ 1>70 Il.'L fin." 'I Friable and weak, dark green,: strongly weathered, crushed to>---______ . __ -=2=.0_ -v V I '1 intensely fractured (0.01' - 0:-2') and intensely jointed «0.1'), 

J ROD. 0.01 , I I JI!! (PELONA SCH!ST?with lenses of QUtTZ and 

______ . __ . ___ . __ ____ _____ .----+-.--.-----.--=2-() 40 

20 2 ______ _____ . 9:: A3 , . __ ___ .. .. I I i ! 

. .. , .. ----------------. r 000 moo.m'o', . 

2020·-·--• 

I

I :llt.11 «1.0'), MICA SCHIST(PELONA SCHIST) with lenses of QUARTZ I I. 20 1 0 I !,!'; moderately weathered, intensely fractured (0.02' - 0.2') and 

11\ and FELDSPA". .- .----------.--.---------.-.--.-.--.. jointed «1.0') MICA SCHIST (PELONA SCHIST) with 

ROD. 9% 1 Moderately hard and modemtely strong, dark green, slightly _REG· I': II' 3" lenses and vein lets of QUARTZ and FELDSPAR. Occasional 

( ) RQD. 0.0%" II l,--;j' . _REC:. __ to moderately weathered, intensely fractured 0.02' - 0.2' I ! i. Intervals of decomposed thin layers are encountered. 

2000 1 RQD. 1 I III ----- -=--c-:: ___ . ____ . ___ . ____ . ____ ---+-------- ------ 11 -29-90 --... ------.-----.----. 

858+00 

I 

of decomposed thin layers are encountered. 

858+50 

I 

859+00 

I 

859+50 

I 

860+00 PROFILE. 

Hor. I" = 10' 

OF 

TRANSPORTATION MATERIALS & RESEARCH ENGINEERING GEOLOGY BRANCH 

DRAWN BY K. WAHL 2-91 8 VICTOR SESTOKAS 2/91 

CHECKED BY I .,. I ·/1 

State of 

CALIFORNIA 

DEPARTMENT OF TRANSPORTATION 

ORIGINAL SCALE IN INCHES I I I· I I I 

FOR REDUCED PLANS 0 I 2 3 

I 

DIVISION OF STRUCTURES 

STRUtTURE DESIGN 

I 

BRIDGE NO. 

54-0781RL 

POST MILE 

16.07 

DISREGARD PRINTS BEARING 

EARLIER REVISION DIITES 

I Vert. I" = 10' 

CAJON CREEK BRIDGE 

LOG OF TEST BORINGS 

RE' I I DATES 'PRO! ONLy) 

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Page A - 66
Page A - 67

N15 / S215 Separation
Note: No ground water encountered during 

 field investigation.

BENCH MARK

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:55

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => wsconn-u

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

CALIFORNIA

STATE OF DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

 

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE OF CALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08 SBd 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran D. Cook

3643

K. Douglas Cook

1391

12-31-11

08-0K7100

NEW

W. Tang 06/11

Well-graded SAND with GRAVEL (SW); very dense; moist; light gray; some subangular well-graded GRAVEL.

-becomes yellowish brown.

-yellowish light gray; well-graded GRAVELS.

935+00 935+50 936+00

2030

2040

2050

2060

2070

2080

2090

2100

2110

2120

2130

80 1.4

84 1.4

120 1.4

100 1.4

133 1.4

90 1.4

REF 1.4

REF 1.4

REF 1.4

2130.3’

R-10-006

12-7-10

ERi = 68%

2030

2040

2050

2060

2070

2080

2090

2100

2110

2120

2130

934 935 936 937 938

867

868

869

870

4"

4"

R-10-006

"T3" Line

"C2" Line

PLAN

1" = 50’

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

25.0’ Rt Sta 935+40 "T3" Line

Terminated at Elev 2030.3’

 215 

09-07-11

-5-10% COBBLES (3-6"); of hard subrounded Granitics and soft Metamorphics (Gneiss, Schist).

-yellowish light brown.

08000003661

W-S CONNECTOR UC (WIDEN)

ENGINEERING SERVICES

17.18

10-12-11

1 OF 5

Page A - 68
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Bh.1 #p. 2/46. 38S ... . " , 

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i 7t? if 9 A? 0. c . g \Z".-?7A" Rtf,. 16 

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8-4 

"1.' .... 

D£5IGN PILE LOADING' <J6T 

PI LE TYPE: 108P42. 

DIAiVIETE:R: TI P,, _____ BUTT '7__.--

TOTAL NO. PILES: 60 

LltIEAt. PILES" PLANS; /'7&0 

L INE/J,L fl''-. PILES,,';t-\S BUIL7·."').172 3,1 

, J·/A M /VI G: R : }/J/c'dr7 SoC' 

, 

lliW. R 80, 

- -r' --

! 

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r-" ....... _.L . /5 B01i79 19 -;: !.on. L T8;1' 

! I'or Bn (VO .5., -if8.3 . . 

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PROF/i.E 

Scale /"=/0' 

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(Y f!b4, 4.32:.31.6 

:: 178, 70!J.;/96 

! ... 

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AS B.U.I.l. J l:/ AIO 

CORRECTIONS nv 

CONTRACT NO. 08.(fJ: /14-

DATE ____ ____ 

-

WATER 

PUIII NG THIS Il\IVE BY 

BRIPGE DEPT.: GEOLOGY' SECTION 

'9 - 0' ! I DATE .... _ ,_ ......... - ... - ... -

STIITE OF I " I 

DEPARTMEIIT OF' PUBLICWORK$ 

: DIWISION OF 

CENTiER CONNECTOR 

U lDERCROSS1N G . - - - .' . , -. , 

LOG OF TE T B ,RING 

As Nofd BRIDGE <1-771 11k . 

, ., 

, I 

! ._-, ...... - -- r 

S/40 

leo , 

ChQ1"'9fi ' I 08203, DI"09ord prinh bearing .!"IMr numbers • . ..:D..:R:.:.A..:W .... I_N_G_N_O_. :::,_. WA. : 04911/ 

Page A - 69
USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:36

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => 15-215se

CALIFORNIA

STATE OF

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

 

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

 

STATE O AL F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08

4"

ERi = 68%

 SBd 15 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran D. Cook

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

F C

BENCH MARK

F. Nguyen 6/11

40 1.4

REC=58%

REC=50%

REC=20%

REC=45%

REC=62%

REC=55%

PLAN

1" = 100’

R-10-007

2155.3’

2150

2140

2130

2120

2110

2100

2090

2080

2070

Boring terminated at Elev 2070.3’

I This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

P R O F E S S I O N A L G E O L O G I S T

935+00

12-08-10

REF 1.4

REF 1.4

REF 1.4

26 1.4

35 1.4

29 1.4

36 1.4

2150

2140

2130

2120

2110

2100

2090

2080

2070

937+00 939+00

PROFILE

Horiz: 1" = 20’

Vert: 1" = 10’

15/215 SEPARATION (WIDEN)

40.0’ Lt Sta 935+95.0

 "B3" Line

54-0783R

17.32

09-21-11 862

865

930

935 940

945

930

940 945

860

865

"A2" Line

"B2" Line

To San Bernadino

"B3" Line 4"

4"

R-10-007

R-10-017

"C2" Line

Roadbase GRAVEL.

10" Asphaltic concrete.

Well-graded SAND with GRAVEL (SW); medium dense; yellowish brown; moist; some well-graded subangular GRAVEL.

-dense.

Well-graded SAND with SILT and GRAVEL (SW-SM); dense; yellowish light brown; moist; some well-graded subangular GRAVEL.

Well-graded GRAVEL with SAND (GW); very dense; dark brown; moist; subangular GRAVEL with some well-graded SAND.

Well-graded SAND with SILT and GRAVEL (SW-SM); very dense; yellowish brown; moist; some well-graded subangular GRAVEL.

Well-graded SAND with GRAVEL (SW); yellowish brown; moist; some well-graded angular to subangular GRAVEL.

Note: No ground water encountered at the 

 time of field investigation.

Well-graded SAND with GRAVEL (SW); dense; yellowish brown; moist; some well-graded subangular GRAVEL.

Well-graded SAND with GRAVEL and COBBLES (SW); very dense; yellowish brown; moist; some well-graded subangular 

GRAVEL; 20% subrounded COBBLES 3"-6", hard GRANITICS and moderately soft METAMORPHICS.

1 OF 6

-very dense.

10-03-11

10-12-11

Page A - 70
USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:36

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => 15-215se

CALIFORNIA

STATE OF

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

 

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

 

STATE O AL F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08 SBd 15 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran D. Cook

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

F C

F. Nguyen 6/11

2150

2140

2130

2120

2110

2100

2090

2080

2070

2060

I This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

P R O F E S S I O N A L G E O L O G I S

4" T

ERi = 68%

R-10-017

2161.6’

Boring terminated at Elev 2001.6’

938+00

2160

2050

2040

2030

2020

2010

2000

18 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

19 1.4

41 1.4

20 1.4

34 1.4

62 1.4

12-08-10

2150

2140

2160

2130

2120

2110

2100

2090

2080

2070

2060

2050

2040

2030

2020

2010

2000

940+00 942+00

PROFILE

Horiz: 1" = 20’

Vert: 1" = 10’

FOR PLAN VIEW, SEE

"LOG OF TEST BORINGS 1 OF 6"

56.0’ Rt Sta 938+90.0

 "B3" Line

15/215 SEPARATION (WIDEN)

Note: No ground water encountered at the

 time of field investigation.

54-0783R

17.32

09-21-11

2 OF 6

Well-graded SAND with SILT and GRAVEL (SW-SM); medium dense; yellowish light brown; moist; some subangular fine GRAVEL.

Well-graded SAND with GRAVEL and COBBLES (SW); medium dense; yellowish light brown; moist; some well-graded subangular GRAVEL.

-little fine subangular GRAVEL.

-very dense; some well-graded subangular GRAVEL.

Well-graded GRAVEL with SAND and COBBLES (GW); very dense; yellowish brown; some well-graded SAND; 15% COBBLES 3"-8" subrounded; 

hard GRANITICS and METAMORPHICS.

Well-graded SAND with GRAVEL (SW); very dense; yellowish light brown; moist; little well-graded subangular GRAVEL.

-light brown; little subangular fine GRAVEL.

Well-graded GRAVEL with SAND and COBBLES (GW); brown; moist; mostly well-graded subangular GRAVEL; some well-graded SAND; 

15% subrounded COBBLES 3"-12" moderately hard GRANITICS and soft METAMORPHICS.

Well-graded GRAVEL with SAND and COBBLES (GW); dense; yellowish brown; moist; mostly well-graded subangular GRAVEL; 

some well-graded SAND; 10% subrounded COBBLES 3"-6" GRANITICS and METAMORPHICS; hard.

Poorly-graded GRAVEL with SAND (GP); grayish brown; moist; fine subangular GRAVEL; little medium to coarse SAND.

10-03-11

10-12-11

Page A - 71
I 

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DIST. COUNTY ROUTE 

08 .SBd 15 

POST MILES - TOTAL PROJECT 

16_85 

Sheet 

No. 

Total 

Sheets 

STRUOTURAL FOUNDATIONS BRANCH - ENGINEERING SERVICE CENTER 

REGISTERED ENGINEER-GIVIL 

ROUTE 15/215 SEPARATION 

LOG OF TEST BORINGS 

l'lQIE; THIS LOG OF TEST BORINGS IS AVAILABLE 

ON MICROFILM AT OFFICE OF STRUCTURES 

DESIGN SACRAMENTO CALIFORNIA 

----.' -- .'. -...... . - , 

CU: 08109 

EA: 413901 

BRIDGE No. 

54-0783 

, -

AS BUILT . , 

. .- .. .. - _._- ----1---

I 

·1 

I 

CORRCCTIONS :BV . (j Jl!iJ,,,/ 

CONTRACT 9491 14 ... -

I 

. 

No-.-L·, 

i 

! , 

, 

, 'V 

DATE 10-14-6,8 

1«//0'///1 __ ;4s Built" FTG_ GRADE E L. 2183.0 

B-<o A-p? ___ .. )( £. .. ,1;+, <.:; Q..C> ............ -O 

.... __ ",/ __ ->-' L ......... <.... A '- _ \.;::.. \-..l C C> ............ 

"1': \ 70 

'00 

Z\ > 0 

---------------------------------

.... 

? 1'30 

\ 

ROUTE 31/15 SEPARATION 

Page A - 72
Page A - 73

Kenwood Avenue
-

)j 

• 2 

! 

:s ! 

j 

!e;: 

.-

j i i i i '8 .A j Vi .:: _ I 0 i g 

I 

734 m 

731 m 

728 m 

725 m 

722 m 

719 m 

716 m 

713 m 

710 m 

707 m 

41+00 

r-

+ 

o 

+ Co:: 

+ 111-, "- +u 

0:: 

E 

'" u; 

CD B-3 

FOR PLAN VIEW, SEE 

IILOG OF TEST B0RINGS II 1 OF 2 

N 

N 

It'I 

N 

+ 

.... 1t'I 

o 

+ 111-, , +u 

0:: 

E 

o 

It'I 

.D 

B-4 mm 

SIL TY SAND (51.1), dense, dark, brown, dry. 

SILTY GRAVEL (GM), w/GRAVEL to > 35 mm, dense, light brown, dry. 

SIL TY GRAVEL (GM), w/GRAVEL to > 35 mm, dense, I ight brown, dry. 

SILTY SAND (SM), medium dense, I ight brown, dry. 

.l.-" 725;L,-"" ?'.:u...,4"...r"...--l/Is mm .. , 

R=r;r;--':-:: 

f7"8'""1i5 

SILTY GRAVEL (GM), w/GRAVEL to > 35 mm, 

very dense, multi-color, dry. SILTY GRAVEL (GM), GRAVEL to > 35 mm, very dense, light brown, dry. 

DISTI COUNTY I ROUTE 

os I SBd I 15 I I I 

d. hA J _ 

7-5-05 OfESSI 

REG[STERED CIVIL ENGINEER 

.:f 

____ ---------------- 'I 

PLANS APPROVAL DATE ·\1",· .I :a1J-1J 

TI!s state of CDI ifornlD or its offiCBrs or agsnt. -II C I V I "" shall flDt bB I7I8pOn8lbl. for filii llCCIJnlCy or 

CtIIf)I.tsness (If electronic coplos (If this plDII _to Qo CALlf 

734 m 

731 m 

728 m 

725 m 

722 m 

. "

SILTY GRAVEL (GM), w/GRAVEL to > 35 mm 

ve", de.", ,ca, aad I 719 m SILTY SAND (SM), medium dense, I ight brown, dry. +--------------------------------------------'--'----""--..!..!..!'----

E179 135 :t Well graded GRAVEL (GW), very dense, multi 

I;':>: color, GRANITE, GRAVEL, BOULDER, to > 0.25 m 

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

I 

Well graded GRAVEL (GW), estimated very 

dense, multi-COlor, GRANITE, GRAVEL, 

BOULDER to > 0.30 m. 

4-13-05 

41+20 

Grading GRAVELLY • 

Well graded GRAVEL (GW), GRAVEL up to > 35 mm, very dense, multiGRANITE, GRAVEL, BOULDER, ta > 15Dmm. I 

-- r::E"'"1:C Well graded (GW)l. GRAVEL to > 35 mm, very dense, mostly gray and 

brown, GRANITE, tlOULDER, to > 1 OOmm. 

4-19-05 

41+40 

PROFILE 

HOR. 1 :100 

VER. 1: 1 00 

716 m 

713 m 

710 m 

707 m 

I--

N 

..., 

a 

'" 

" 

C 

I.J 

tto 

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a. 

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t-

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VI - "0 .h do b 

d5! i .!! ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN E 

b § j 3 g __ ____ :---------__ ____ __ 

I.J 

t-

« 

c 

! 5 • .!: I ENGINEERING SERVICES I GEOTECHNICAL SERVICES FIELD INVESTIGATION BY: ST ATE OF BRIDGE NO. KEN WOO D A V E N U E U C g, 

CALIFORNIA 

__________________________________________ ________________ r. IUIIIIIIIIIHIlI REVISION DATES (PRELIWINAF!:Y STAGE ONLY) I SHEET OF ..... 

l

_OO_S_CI_YI_L_LOO __ __ __ __ ________________ _______________________________________________ __ ___ __ '=D __ 7=D __ ___ ___ __ ______ __ _____ __ __ ___ __ ___ __ __ I I I FILE -) kenwood-uc.don I 

Page A - 74
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NO GItOUHD UtCOUH,TIRIO 

DURING THIS INYESTlGATlON IT 

IIUDGII DEPT, Gr;OI.OGY SlCTI"N 

"AU 9;-65 

Approx. 

.010/79 

exisfin,g 

IMP 

,-

, 

gr<;Jund line 

RTE;, /5 

·-t -

I 

I 

.i370 

>70 Itt 

KEN WOOD AVE UNDERCROSSING 

.5477Z-

. P8B03 " 1 ' Oill'egard prints bearing eptUer numban 

INA ndQ/fJ 

Page A - 75
1 .. 

CONSISTENCY CLASSIFICATION 

FOR SOILS 

LEGEND OF EARTH MATER I ALS LEGEND OF BORING OPERATIONS 

• 

[I. r- According to the Standard PenetratIon Test 

g SPT 

;;I D."} 

i 

0-' 

5-10 

11-30 

31-50 

)50 

Very Loose (2 

Loose 1'-_ Ued i un Den6e 5-8 Dense 9-15 

Cohesive 

Very Soft 

Soft 

Firm 

Stiff 

QSAND 

USILT 

I?V'I PUT and/or 

ORGANIC WAlTER 

hOOI COBBLES and/or 

[QEJ BOULDERS o CUy IGNEOUS ROCK 

SANDY CLAl or SEDIW£NTARY 

CLAYEY SAND bd ROel 

SANDY SILT or [!I] YETAYORPHIC 

ril SAIoPLE 80ft ING t.=..J (DRY) 

BORING 

lQ)IORYI 

r-' TEST PIT 

0 I AMONO CORE 'CI BORING 

To 

Blowe per 300 II1II _ Ground woter SIze geec;..-lpotlOl'l Of 

tG'Id lO •.•. / surface IklMllll 

500 nn drop III'" 011 GWS Elev. I'IaIIIIIH" ,ltl'lll l' 0 III1tedI Dcrt, _urad drop, or oe noted) 16 ConaollcllJtlon tnt 

Unconfined 

COIIIpnI.alYli 

.tAnSlth [kPa) tOnfOl"llOtll8 n::Itarlal changll Stwllr 

Prlvlngrotelo 

Preeaur._ur-ed along ,1_ 1'rlc1"on 

elllll*lt 115000 IIIIIt 

DI'".a)dlvldaclby 

... oaured 

em tip el-m-. antlPal_t (11IOO ... ·ontG) .. 

Very Dense 16-30 

>30 

Very stiff 

Hard 

nc.-r or oe noted) 

. ---'-----" 6 4 2 0 10 20 

Friction Ratio 00 Tip 8eQrlllg IYPo) 

lIe'fUaQI 

Boring Dote Boring Dote 

NOT,: ClD&&ification of ",rth moterial a •• hown on this .lwet is baseO.1JI)OIl fi,ld 'UK' , "." ••• OT'"T''''' """,." ____ • ____ , ___ , _____ .. __ 

inspection and Is not to be construed to hrply mechaniCClI CII'ICIIYSI8. etandanl D 5111-95, or Q' no'ted. 

JET BORING 

.A. ELECTRONIC CONE 

_ PENETROMETER B.QR } NG ROTARY SAMPLE 

Boring Dcte 

ELECTRONIC CON' 

PENETROMETER T'ST 

.- _. --_._-----

BOl""Ing Dote 

57 an CONE 

PENETRATION BORING 

2 

--

"'!:! 

:;\ .. 

iz 

s: 

i 

S 0--= 

0-

2: 

i!:-

.. 0-

:!I-:!l-

<1-

!!-

l'l8-

-IITIO 

.,,1l>C 

rlOO '" >a> " ... v N 

,.-(.oj 

:J " 

o 

o 

'T c 

n 

"-

:J " 

n 0 

l: :0 '" ,. n " ,. Z 

o '" .. 0( 

C' -1-1 0 -, :l o 10 

::T 

3' 0 

'" 

'" 

m 

z 

Ii) 

z 

m 

m 

:a 

z 

Ii) 

(I) 

m 

:a 

< 

n m 

t{!. 

I 

I 

C' 

-, 

o 

::T 

3 

IC' 

:(") iii» 

Ii) 

m 

o 

.... 

m 

n 

:I: 

Z 

n 

> 

r-

(I) 

m 

:a 

< 

n 

m 

(I) 

... ;;; 

b 

ID 

m 

0-.... 

... .,,> 

..... 0 .... "'" m ,.. 

:::a o ;;Z"ll 

"'" ..... 

-

;» o 

z 

en!!! 

..... < ::Ill. Co 

(,,)Z 

..... 0 

Con ::Ill. 

m ... 

II:' 

m 

en 

G) 

z 

" 

:1(1 

c 

n 

... 

c 

:1(1 

m 

at 

IItC! I'" U1 III !l;;a N S! ... :II Cpj A I Q 

::DC! OJ 'V -.I z 

N ? 

.... 

ri;: 

OlD 

..... 

-no 

1 

-.. 

-? 

IIIIIIr-o G) o ." .... m fb .... m z :e o o c > < m 

731 m 728 m 725 m 

722 m 719 m 

BENCH MARK 

Boring elevations provided 

by District 8 Survey. 

To San Bernardino 

, 

Left Bridge 

'..e' 

I?' 

'(1) '.'i 

, '-\ 

.(1) 

U> '.'to 

.... 

IS> , 

O· 

, 

, 

, 

, 

fJ 

'. Sta 10240+96.78 POT It. Rte 15 

-l Route 15 '. Sta 99+64.56 poe It. Kenwood Ave 

-.-._._._. '-'-'-N-4Sci QCi'"20'lr -'-'-'-+-'-'-'-'-'-'-'-'-'-' 

W '. _.,._._._._._.- 10240+80 \ 10241+00 ,-,-,-,-,-,-1-,-,-,-,-,-,-,-,-,-,-,-,+,- 10240+60 

a> 

;g 

a> 

<D 

+ o ....'" N_ 

o 

-Q) +-

00:: 

+- IIl..J 

" +-u 

B-1 

[3mm 

B-2 

18]mm 

... \ 

ct.\ 

\ 

, 

Right Bridge 

\ 

\ 

PLAN 

1 :250 

10241+20 

B-3 

I8I mm 

B-4 

8 mm 

10241+40 

To Victorvi lie 

0:: 

E 

.... 

o 

a> I 

NOTE: E=Blow count for 0.3 m penetration 

extrapolated from blow count for less 

than 0.3 m (due to change in material 

or hard driving). 

CD 

B-1 

SILTY SAND (SM), medium dense, dark brown, dry. 

I I 

SILTY GRAVEL (GM), medium dense, light brown, dry, with 

GRAVEL up to >35 mm. I 

- 1 

SIL TY SAND (SM) with GRAVEL up to >35 mm, very dense, 

I ight brown. I 

SIL TY SAND (SM), medium dense, dark brown, dry, with 

GrVEL up to 25 mm. 

SILTY GRAVEL (GM), very dense, I ight gray, dry, GRAVEL 

to >35 mm. 

724_096 

N 

I() 

a> 

CD 

+ 

o ....'" N_ o 

-Q) +-

00:: 

+- IIl..J 

" +-u 0:: 

E 

<D 

.... 

I{'I 

rB-2 

-8 mm 

SILTY SAND (SM), dense, light brown, dry, 

with GRAVEL to >35 mm. 

SIL TY GRAVEL (GM), very dense, multi-color, 

dry, with GRAVEL up to >35 mm. 

725 722 719 

m m m 

716 m SILTY GRAVEL (GM), w/GRAVEL to >35 mm, 71 6 m 

very dense, light gray, dry. 

> 

, , 

713 710 

m 4-20-05 m 

Well graded GRAVEL (GW), very dense, multi color, fresh 

very hard GRAVEL to >35 mm. 

c 

__ ______ 

-r 

______________ __________ ___ 

z 

III 

o Z 

III 

__ ______ ______________ 

-r 

____________ __ 

z 

;:: 

-l '" 701 m 

c 

z 

· 

· 

Ie>. 

· 

, 

:;: 

Well graded GRAVEL (GW), estimated very 

dense, mostly gray, and brown, fresh, very 

hard, GRANITE, GRAVEL, BOULDER to > 0.30 m 

Well-graded GRAVEL (GW), estimated 

very dense, multi-color, fresh, very 

hard, GRANITE, GRAVEL,BOULDER to 

>0.30m. 

698 m 4-12-05 

"D 

I" 

,. 

Z 

,. '" 

"D "D o '" < 

,. 

I" 

o 

,. 

-i 

1'1 

713 m 

:;a 

.. C;. 

z 

f:ll \. 

'" 

o 0 

0> 

I--+-

J 

II- m o :II 

-

Z 

z 

c 

m -I I 

::0 '" 

-i" 0-

-il" ,.0 1"3: 

ITT 

;ll;;ll 

L') 

.l': 

III-, " m m G) fb .... o ." 

N 

c o 

:e 

III 

'" III 

I 

o 

:e 

z 

USERNAME = > i gamarra DATE PLOTTED = > 06- JUL - 2005 

40+70 

TIME PLOTTED => 10:31 

40+80 40+90 

1 

PROFILE 

HOR. 1 :100 

VER. 1: 100 

0'" i 

\J 

-i'" -i ''>! I----+--u;I 

z:T: 

t--iui1 

",-i, 

tv 

Page A - 76
USERNAME => s1281 DATE PLOTTED => 25-OC TIME PLOTTED => 08:17

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => rwt2-1of

CALIFORNIA

STATE OF

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

 

DEPARTMENT OF TRANSPORTATION

 

 

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SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE O AL F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08 SBd 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

F C I This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

P R O F E S S I O N A L G E O L O G I S T

B. Levine

1 OF 3

 15 

F. Nguyen 9/11

LOG OF TEST BORINGS

BRIDGE NO.

32 1.4

33 1.4

42 1.4

33 1.4

26 1.4

60 1.4

REF 1.4

113 1.4

50 1.4

51 1.4

55 1.4

REF 1.4

Boring terminated at Elev 2292.5’

R-11-018

2354.0’

On Sta 378+60.0 "T2" Line

378+00 379+00 380+00

2350

2340

2330

2320

2310

2300

2290

2350

2340

2330

2320

2310

2300

2290

6-28-11

ERi = 97%

S. Logeswaran

10

11

12

13 14

15

29

999 1000 1001 1002 1003 1004 1005

791

792

793

794

795

374 375 376 377 378 379 380

"K3" Line

"B3" Line

"K4" Line

Kenwood

4"

R-11-018

BENCH MARK

Set TBM • Kenwood at • SB 15 Off-Ramp

located at B3 1000+00 and K3 10+00

on Kenwood Line 792+74.

Assumed Elev 2354.0’ (Topo)

NAVD 1988.

PLAN

1" = 50’

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

"T2" Line

4"

-very dense; moist; trace fines.

-mostly fine SAND.

-few fine GRAVEL.

-dense; gray; moist; fine to medium SAND; trace fine GRAVEL.

Poorly-graded SAND (SP); very dense; gray; moist; fine to medium SAND; trace fines.

Poorly-graded SAND with GRAVEL (SP); very dense; gray; moist; fine to medium SAND; some subangular 

fine GRAVEL; (NATIVE).

Poorly-graded SAND (SP); very dense; gray; moist; fine to medium SAND; trace fines; trace fine 

subangular GRAVEL.

09-26-11

COBBLES, 3" to 12"; slightly weathered; hard; subrounded GRANITICS.

Note: Ground water was not encountered at the time

 of this field investigation.

Retaining Wall "T2" 376+89 to 379+80

Poorly-graded SAND (SP); very dense; brown; from fine to medium, dry; (FILL).

R15.04

NEW

10-20-11

RETAINING WALL "T2" 376+89 TO 379+80 LF

10-24-11

Page A - 77
Note: No ground water encountered during 

 field investigation.

USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:52

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => sb-truck

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

CALIFORNIA

STATE OF DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

 

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE OF CALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08 SBd 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran D. Cook

3643

K. Douglas Cook

1391

12-31-11

08-0K7100

W. Tang 06/11

BENCH MARK

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

788+00 788+50 789+00

2200

2210

2220

2230

2240

2250

2260

2270

2280

2290

2300

2310

2320

2330

2340

2350

23 1.4

80/8 1.4

43 1.4

56 1.4

REF 1.4

REF 1.4

4" 2352.2’

R-11-015

ERi = 68%

1-5-11

Terminated at Elev 2202.2’

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

218.0’ Lt Sta 788+35

 "A4" Line

ASPHALT CONCRETE (6"); Base GRAVEL (12").

Well-graded SAND with GRAVEL (SW); medium dense; gray; moist; little subangular fine GRAVEL; (FILL).

Well-graded SAND with GRAVEL (SW); very dense; brown; moist; some well-graded subangular GRAVEL; (ALLUVIUM).

-dense; yellowish brown.

-very dense.

Well-graded GRAVEL with SAND (GW); very dense; grayish light brown; moist; mostly subangular GRAVEL; some well-graded SAND.

-10% COBBLES, 3-6"; hard; subangular; GRANITICS.

Well-graded SAND with GRAVEL (SW); yellowish brown; moist; some well-graded subangular GRAVEL.

Well-graded GRAVEL with SAND (GW); yellowish brown; moist; subangular GRAVEL; some well-graded SAND.

Well-graded SAND with GRAVEL and COBBLES (SW); yellowish brown; moist; some well-graded subangular GRAVEL; 10% COBBLES, 3-8", hard, subrounded GRANITICS.

PLAN

1" = 50’

0 1 788 789 790 791

997

998

999

1000

1001

1002

1003

790

791

792

793

"A4" Line

"B3" Line

Kenwood Ave

R-11-015

4"

54-NEW SB TRUCK BYPASS/SB 215 MAINLINE 

R14.94

08000003661 09-06-11

1 OF 3

10-06-11

10-12-11

 15 

Page A - 78
USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:51

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => sb215mln

CALIFORNIA

STATE OF

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

 

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE O AL F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08

4"

ERi = 68%

 SBd 15 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

F C

F. Nguyen 6/11

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

2340

2350

2330

2320

2310

2300

2290

2280

2270

2260

REF 1.4

REF 1.4

2340

2350

2330

2320

2310

2300

2290

2280

2270

2260

PLAN

1" = 100’

R-11-013

2358.3’

Boring terminated at Elev 2268.3’

2360

BENCH MARK

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

I This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

P R O F E S S I O N A L G E O L O G I S T

70 1.4

62 1.4

64 1.4

26 1.4

REF 1.4

REF 1.4

01-05-11

SB 215 MAINLINE OVER KENWOOD

1 OF 3

43.0’ Rt Sta 995+70.0 "B3" Line

R-11-013

4"

Well-graded SAND with SILT and GRAVEL (SW-SM); medium dense; light olive brown; moist; mostly well-graded SAND; some fines; 

few well-graded subangular GRAVEL.

Well-graded SAND with GRAVEL (SW); very dense; yellowish brown; moist; some well-graded subangular GRAVEL.

Well-graded SAND with GRAVEL (SW); yellowish brown; moist; some well-graded subrounded GRAVEL.

Well-graded SAND with GRAVEL and COBBLES (SW); yellowish brown; moist; some well-graded subrounded GRAVEL; 20% COBBLES 3"-6"; 

hard; subrouned; GRANITICS.

Well-graded SAND with SILT and GRAVEL (SW-SM); very dense; yellowish brown; moist; some well-graded subangular GRAVEL.

Well-graded SAND with GRAVEL (SW); very dense; yellowish brown; moist; some well-graded subangular GRAVEL.

-30% COBBLES 3"-10"; hard; subrounded GRANITICS and soft METAMORPHICS.

-10% COBBLES 3"-6".

-15% COBBLES 3"-8".

M. Wilson

NEW

2360

995+00 996+00 997+00

08-25-11

995 990

1000

795

790

"B3" Line

10-04-11

Note: Ground water was not encountered at the time

 of this field investigation.

10-12-11

Kenwood

R14.95

Page A - 79
USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:48

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

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FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => sb215con

CALIFORNIA

STATE OF

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

 

DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE O ALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08

4"

ERi = 68%

 SBd 15 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran D. Cook

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

PNO 173 2120.910FD STD Brass disk in concrete stamped "SBD-215-173 1988" 40’ Ely of EOD Devore Rd Bridge at Nly end bridge; 70’ Nly of EP NB SBD 215 at PM 17.3 at top of slope.PNO 2010 2179.090FD STD Brass disk in concrete stamped "D8 SCN SBD-15 PM 16.3 08.04.08" At top of slope SOUTH of Connector Bridge from NB SBD 15 to NB SBD 215.

50/3" 1.450/5" 1.4

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

F C

P R O F E S S I O N A L G E O L O G I S T

BENCH MARK

F. Nguyen 6/11

PROFILE

R-11-012

2348.8’ 2350

234023302320231023002290228022702260225022402230222022102200219021802170 01-04-11

50 1.4

REF 1.4REF 1.4

40 1.4

50/4" 1.4

REC=80%RQD=0%REC=100%RQD=0%REC=90%RQD=0%REC=80%RQD=0%REC=80%RQD=0%REC=80%RQD=0%REC=80%RQD=0%REC=100%RQD=0%REC=100%RQD=0%REC=100%RQD=0%REC=100%RQD=0%REC=50%RQD=0%REC=70%RQD=0%REC=20%RQD=0%REC=60%RQD=0%REC=60%RQD=0%REC=40%RQD=0%REC=40%RQD=0%REC=90%RQD=0%REC=80%RQD=0%

235023402330232023102300229022802270226022502240223022202210

2200219021802170

Boring terminated at Elev 2173.8’

PLAN

1" = 100’

Horiz: 1" = 20’Vert: 1" = 10’

NEW SB I-215 CONNECTOR

58.0’ Lt Sta 989+65.0

 "B3" Line

08-25-11 985 775 990 780 "B3" Line R-11-012 4" "A4" Line To San Bernardino

995 785 4" Asphalt concrete on grade.

Well-graded SAND with GRAVEL (SW); very dense; grayish light brown; moist; little subangular well-graded GRAVEL.

-yellowish brown.Well-graded SAND with GRAVEL and COBBLES (SW); very dense; yellowish brown; moist; little well-graded subangular GRAVEL, 10% COBBLES 3"-6", subrounded, hard, GRANITICS.-dense.-very dense.Well-graded SAND with GRAVEL (SW); very dense; yellowish light brown; moist; little well-gradedsubangular GRAVEL.METARMORPHIC ROCK (MICA SCHISTS); olive dark gray; decomposed; very soft; (lean CLAY with fine GRAVEL (CL)).-HORNFELS; grayish brown; intensely weathered; moderately soft; intensely fractured.-SCHISTS; olive gray; intensely weathered; soft.-SCHISTS; light gray; soft; very intensely fractured; BRECCIATED (lean CLAY with GRAVEL (CL); moist;  some SAND; little angular fine GRAVEL).-SCHISTS; olive gray; intensely weathered; moderately soft; intensely fractured.-moderately weathered.-SCHISTS; dark gray; intensely weathered; moderately soft; very intensely fractured; BRECCIATED  (CLAYEY GRAVEL (GC); hard; moist; mostly fine angular GRAVEL; some fines).-QUARTZITE; dark gray; moderately weathered; moderately hard; very intensely fractured.-light gray.

10-04-11

1 OF 4989+50 990+50

Note: Ground water was not encountered at the time of this field investigation.

10-12-11

R14.64

Page A - 80
Well-graded SAND with SILT and GRAVEL (SW-SM); dense; brown; moist; little fine subangular GRAVEL; (FILL).

Well-graded SAND with GRAVEL (SW); medium dense; yellowish brown; moist; some well-graded subangular GRAVEL; (ALLUVIUM).

-very dense.

GRANITIC BOULDERS, subrounded, hard.

GNESSIC BOULDERS; subrounded; moderately hard.

2350

2360

791+00 791+50 792+00

2220

2230

2240

2250

2260

2270

2280

2290

2300

2310

2320

2330

2340

2360.0’

40 1.4

25 1.4

28 1.4

57 1.4

60 1.4

REF 1.4

REF 1.4

REF 1.4

4"

R-11-014

ERi = 68%

2-2-11

Terminated at Elev 2220.0’

Note: No ground water encountered during 

 field investigation.

USERNAME => s1281 DATE PLOTTED => 21-OC TIME PLOTTED => 12:50

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => sb215mai

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

CALIFORNIA

STATE OF DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

 

DEPARTMENT OF TRANSPORTATION

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

STATE OF CALI F O R NIA

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

08 SBd 

MATERIALS AND GEOTECHNICAL SERVICES

A. Perez-Cobo B. Levine/S. Logeswaran D. Cook

3643

K. Douglas Cook

1391

12-31-11

08000003660 08-0K7100

NEW SB 215 MAINLINE AND SB 15

W. Tang 06/11

PROFILE

Horiz: 1" = 10’

Vert: 1" = 10’

BENCH MARK

PNO 2010 2179.090

FD STD Brass disk in concrete stamped 

"D8 SCN SBD-15 PM 16.3 08.04.08" At top 

of slope SOUTH of Connector Bridge 

from NB SBD 15 to NB SBD 215.

PNO 173 2120.910

FD STD Brass disk in concrete stamped 

"SBD-215-173 1988" 40’ Ely of EOD Devore 

Rd Bridge at Nly end bridge; 70’ Nly of EP 

NB SBD 215 at PM 17.3 at top of slope.

Well-graded SAND with GRAVEL and COBBLES (SW); dense; yellowish brown; moist; some well-graded subangular GRAVEL; 

10% subrounded COBBLES, 3-8", hard; GRANITICS and moderately soft, METAMORPHICS.

Well-graded SAND with GRAVEL and COBBLES (SW); grayish brown; moist; some well-graded subangular GRAVEL; 20% COBBLES, 3-6", 

subrounded, hard; GRANITICS and moderately soft, METAMORPHICS.

PLAN

1" = 50’

0 1 788 789 790 791

997

998

999

1000

1001

1002

1003

790

791

792

793

"A4" Line

"B3" Line

Kenwood Ave

R-11-014

4"

211.0’ Lt Sta 791+00 "A4" Line

Well-graded GRAVEL with SAND and COBBLES (GW); very dense; grayish brown; moist; subangular GRAVEL; some well-graded SAND; 

10% COBBLES, 3-8", subangular, hard.

R15.00 LOG OF TEST BORINGS 1 OF 3

09-06-11

Well-graded SAND with GRAVEL (SW); very dense; grayish brown; some well-graded, subangular GRAVEL.

10-06-11

10-12-11

 15 

Page A - 81
Page A - 82

Oakie Flats

No As-Builts nor any LOTBs for the Oakie Flats Road Undercrossing, Caltrans Bridge No. 54-0916 can be located within the 

online Caltrans GEODog database https://geodog.dot.ca.gov/.
Page A - 83

Cleghorn Creek
Page A - 84
Page A - 85
Page A - 86

Debris Cone Creek
Page A - 87
Page A - 88

Brush Creek
Page A - 89
Page A - 90

Cleghorn Canyon Road UC
Page A - 91
Page A - 92

East Fork Cajon Creek
Page A - 93
Page A - 94

SR-138 / I-15 Separation
Page A - 95
O G S CI VI L L O G O F T E S T B O RI N G S S H E E T F O R R E D U C E D P L A N S

E N GI N E E RI N G S E R VI C E S

D R A W N B Y:

C H E C K E D B Y:

F U N C TI O N A L S U P E R VI S O R

N A M E:

O RI GI N A L S C A L E I N I N C H E S

FI E L D I N V E S TI G A TI O N B Y:

FI L E = > r w 7 8 2. d g

C A LI F O R NI A

S T A T E O F

D E P A R T M E N T O F T R A N S P O R T A TI O N

DI VI SI O N O F E N GI N E E RI N G S E R VI C E S

S T R U C T U R E D E SI G N

D E SI G N B R A N C H

U NI T:

P R OJ E C T N U M B E R & P H A S E:

B RI D G E N O.

P O S T MI L E

R E VI SI O N D A T E S S H E E T O F

DI S R E G A R D P RI N T S B E A RI N G

E A R LI E R R E VI SI O N D A T E S

 

L O G O F T E S T B O RI N G S

E x p.

N o.

C E R TI FI E D

E N GI N E E RI N G

G E O L O GI S T

 

DI S T C O U N T Y R O U T E

T O T A L P R OJ E C T

P O S T MI L E S S H E E T

N o.

T O T A L

S H E E T S

D A T E

P L A N S A P P R O V A L D A T E

T he State of Calif or nia or its officers or a ge nts

s hall n ot be res p o nsi ble f or t he acc urac y or

c o m plete ness of electr o nic c o pies of t his pla n s heet.

C E R TI FI E D E N GI N E E RI N G G E O L O GI S T

M A T E RI A L S A N D G E O T E C H NI C A L S E R VI C E S

T his L O T B s heet was pre pare d i n acc or da nce wit h 

t he Caltra ns S oil & R oc k L o g gi n g, Classificati o n, 

& Prese ntati o n Ma n ual ( 2 0 1 0 E diti o n).

See 2 0 1 0 Sta n dar d Pla ns A 1 0 F a n d A 1 0 G f or S oil 

Le ge n d, a n d A 1 0 H f or R oc k Le ge n d.

F. N g u ye n

S. Wei

0 8- 3 4 0 1 U 1

3 6 4 3

0 8 0 0 0 0 0 6 0 9 1 C O N T R A C T N O.:

0 8 S B d 1 3 8

C hris H oa dle y

2 3 0 9

1 1- 2 3- 1 3

M. Wils o n J. Kla mec ki 1 4. 7

R W 7 8 0 R E T AI NI N G W A L L N O. 7 8 2

1 1- 2 1- 1 2 

B E N C H M A R K

5 0/ 3 1. 4

P A

C R

2 1. 0’ Lt Sta 7 8 0 + 6 4. 6

 • Rte 1 3 8

R C- 1 0- 0 0 1

3 1 4 1. 3’

3 1 4 0 4. 5

3 1 3 0

3 1 2 0

3 1 1 0

3 1 0 0

3 0 9 0

3 0 8 0

3 0 7 0

3 0 6 0

3 0 5 0

1 1 6. 2’ Rt Sta 7 8 1 + 4 8. 9

 • Rte 1 3 8

R C- 1 0- 0 0 2

3 1 3 2. 2’

4. 5

3 0 4 0

3 0 3 0

3 0 2 0

7 7 9 + 0 0 7 8 0 + 0 0 7 8 2 + 0 0

3 1 4 0

3 1 3 0

3 1 2 0

3 1 1 0

3 1 0 0

3 0 9 0

3 0 8 0

3 0 7 0

3 0 6 0

3 0 5 0

3 0 4 0

3 0 3 0

3 0 2 0

8 1. 4

3 4 1. 4

3 8 1. 4

3 9 1. 4

8 2 1. 4

6 2 1. 4

6 3 1. 4

R E F 1. 4

5 6 1. 4

5 5 1. 4

6 8 1. 4

8 8 1. 4

8 3 1. 4

R E F 1. 4

R E F 1. 4

8- 0 3- 1 0

Ter mi nate d at Ele v 3 0 5 1. 3’

E Ri = 6 8 % 

P A

C R

8- 1 1- 1 0

G W S Ele v 3 1 0 1. 0’

5 7 1. 4

6 3 1. 4

5 2 1. 4

4 7 1. 4

8 5 1. 4

5 0 1. 4

4 9 1. 4

4 9 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

R E F 1. 4

Ter mi nate d at Ele v 3 0 2 7. 8’

E Ri = 6 8 % 

8- 1 1- 1 0

T O P A L M D A L E

4. 5

R C- 1 0- 0 0 1

P L A N

1" = 5 0’

4. 5

R C- 1 0- 0 0 2

S 7 2 ^ 3 0’ 1 6" E

7 7 8 7 7 9

7 8 0

• B N S F R R 

S 4 9 ^ 3 5’ 5 2" E

7 

D 8 " LI N E"

7 8 2 T O I- 1 5

• Rte 1 3 8

P R O FI L E

H oriz: 1" = 2 0’

Vert: 1" = 1 0’

5 4 1 0 5 7 A, 1 2 0 P R H V

N 1 9 3 6 4 2 3. 7 1 3

E 6 7 1 8 2 0 4. 4 1 7

Ele v 3 1 3 9. 6 8

N A V D 2 9

1" I P/ A L C A P St m d S B S 1 3 8 5 4 1 0 5 7 A

1 3 0. 9 5 Ft Lt • Rte 1 3 8

Sta 7 8 0 + 9 3. 6 7

• R O U T E 1 3 8 Sta 7 8 0 + 5 5. 3 1 ̈

• B N S F R R Sta 2 + 8 7. 9 5 ̈ 

1 1 3/ 9- R E F 1. 4

P o orl y- gra de d S A N D ( S P); l o ose; dar k gra yis h br o w n; dr y; m ostl y me di u m S A N D; 

little fi nes; fe w c oarse s u ba n g ular G R A V E L; trace w o o d fra g me nts.

P o orl y- gra de d S A N D wit h G R A V E L a n d C O B B L E S ( S P); de nse; li g ht br o w n; m oist; 

m ostl y me di u m S A N D; little fi nes; little fi ne a n d c oarse G R A V E L; 5 % I G N E O U S 

C O B B L E S, har d, 4- 6".

- 2’ la yer of well- gra de d S A N D wit h SI L T ( S W- S M); de nse; li g ht br o w n; m oist; 

 little fi ne G R A V E L; fe w fi nes.

- ver y de nse.

P o orl y- gra de d G R A V E L wit h S A N D ( G P); ver y de nse; li g ht br o w n; m oist; m ostl y

c oarse G R A V E L; little me di u m- grai ne d S A N D; fe w c oarse S A N D.

SI L T Y S A N D wit h G R A V E L ( S M); ver y de nse; li g ht br o w n; m oist; fi ne t o c oarse 

S A N D; little fi ne G R A V E L; fe w fi nes.

P o orl y- gra de d S A N D wit h G R A V E L ( S P); ver y de nse; br o w n; wet; me di u m S A N D; 

s o me fi ne a n d c oarse s u ba n g ular G R A V E L.

Well- gra de d G R A V E L wit h S A N D a n d C O B B L E S ( G W); ver y de nse; br o w n; wet; 

s u ba n g ular a n d s u br o u n de d G R A V E L; fi ne t o c oarse S A N D; 1 0 % I G N E O U S a n d 

M E T A M O R P HI C C O B B L E S, ver y har d, 4- 1 0".

Well- gra de d S A N D ( S W); ver y de nse; li g ht gra y; wet; fe w s u br o u n de d a n d s u ba n g ular

G R A V E L; wea kl y t o str o n gl y ce me nte d z o nes.

Well- gra de d G R A V E L wit h S A N D a n d C O B B L E S ( G W); ver y de nse; li g ht br o w n; wet; s u br o u n de d 

G R A V E L; fi ne t o c oarse S A N D; wea kl y ce me nte d; 5 % I G N E O U S C O B B L E S, ver y har d, 6".

-little c oarse G R A V E L, r o u n de d.

P o orl y- gra de d G R A V E L wit h S A N D ( G P); ver y de nse; li g ht br o w n; wet; m ostl y fi ne s u br o u n de d 

G R A V E L; fe w c oarse G R A V E L; little me di u m S A N D; fe w fi ne a n d c oarse S A N D; wea kl y ce me nte d.

P o orl y- gra de d S A N D wit h SI L T ( S P- S M); ver y de nse; br o w n; m oist; fi ne S A N D.

Well- gra de d S A N D wit h SI L T a n d G R A V E L ( S W- S M); ver y de nse; br o w n; m oist; s o me fi ne a n d 

c oarse s u ba n g ular G R A V E L.

N ote: Gr o u n d water was e nc o u ntere d b ut n ot meas ure d 

 i n b ori n g R C- 1 0- 0 0 2.

Well- gra de d S A N D wit h G R A V E L a n d C O B B L E S ( S W); ver y de nse; br o w n; wet; little 

fi ne a n d c oarse s u ba n g ular G R A V E L; 1 0 % I G N E O U S a n d M E T A M O R P HI C C O B B L E S, 

ver y har d, 3- 5".

Well- gra de d S A N D wit h G R A V E L a n d C O B B L E S ( S W); ver y de nse; br o w n; dr y; s o me fi ne a n d 

c oarse s u ba n g ular G R A V E L; 5 % I G N E O U S C O B B L E S, har d, 3- 6".

Well- gra de d S A N D wit h G R A V E L a n d C O B B L E S ( S W); ver y de nse; br o w n; m oist; s o me fi ne a n d 

c oarse G R A V E L; 5 % I G N E O U S C O B B L E S, ver y har d, 3- 6".

Well- gra de d S A N D ( S W); ver y de nse; br o w n; m oist; fe w r o u n de d c oarse G R A V E L.

Well- gra de d S A N D wit h G R A V E L a n d C O B B L E S ( S W); ver y de nse; br o w n; wet;little fi ne a n d 

c oarse G R A V E L; 1 5 % C O B B L E S ( G R A N O DI O RI T E), ver y har d, 3- 6".

1 2- 1 9- 1 2

1 2- 2 7- 1 2

P a g e A - 9 6
USERNAME => s1284 DATE PLOTTED => 28-DE TIME PLOTTED => 13:41

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => rw316.dg

CALIFORNIA

STATE OF

DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

LOG OF TEST BORINGS

MATERIALS AND GEOTECHNICAL SERVICES

See 2010 Standard Plans A10F and A10G for Soil 

Legend, and A10H for Rock Legend.

3643

BENCH MARK

PROFILE

RETAINING WALL NO. 316

 

6.0/6.1

08000006091

C. Hoadley

W. Tang 10/12

S. Wei

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

STATE OF C

LI F O R NIA

Chris Hoadley

2309

11-23-13

ASPHALT (6"); BASE (6").

-dark brown.

-very dense.

315+00 319+00 323+00

4480

4490

4500

4510

4520

4530

4540

A-12-001

4536.0’

48 1.4

73 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

Terminated at Elev 4487.5’

ERi = 52%

8-28-12

6

A-12-002

4580.0’

8-29-12

Terminated at Elev 4531.0’

ERi = 52%

4480

4490

4500

4510

4520

4530

4540

4550

4560

4570

4580

15 1.4

47 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

REF 1.4

22 1.4

REF 1.4

Horiz: 1" = 50’

Vert: 1" = 10’

08 SBd 138 

316 317 318 319 320

323

322 321 RW NO. 316 LOL

315

• Rte 138

6

6

A-12-001

6

A-12-002

PLAN

1" = 50’

08-3401U1

10-15-12

To I-5

SET STD BRASS DISK STAMPED "SBd 138 GPS 6.10 1999", 

35’ W’LY Y.S. Rte 138, 100’ p1=16,18’ N’LY OF CALL BOX 

AT N’LY END OF TURNOUT PM 6.10.

NAD83 (VERTICAL)

ZONE 5

11-14-12

RW316

12-07-12

To PHELAN

Note: No ground water encountered during field investigation.

Poorly-graded SAND (SP); dense; light brown; dry; 5% fine GRAVEL; 

trace fines; 1 piece of plastic; (FILL).

Well-graded SAND with GRAVEL (SW); very dense; light brown; dry; 20% fine 

to coarse GRAVEL; 5% fines.

-15% GRAVEL, subrounded, METAMORPHIC, GRANITE AND LIMESTONE.

Well-graded SAND with SILT and GRAVEL (SW-SM); very dense; brown; dry; 

15% fine to coarse GRAVEL; 10% fines.

-GRAVEL.

-GRAVEL.

M. Wilson

Poorly-graded SAND with SILT and GRAVEL (SP-SM); medium dense; 

medium brown; dry; 20% fine to coarse GRAVEL; 10% fines.

Well-graded SAND (SW); dense; light brown; dry; 10% fine to coarse 

GRAVEL; 5% fines.

-GRAVEL.

-GRAVEL.

-GRAVEL.

12-14-12

50.0’ Rt Sta 315+00.0 C/L Rte 318

50.0’ Rt Sta 322+22.0 C/L Rte 318

-COBBLES (3-6").

 12-27-12

Page A - 97
USERNAME => s1284 DATE PLOTTED => 28-DE TIME PLOTTED => 13:41

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => rw328.dg

CALIFORNIA

STATE OF

DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

SHEET OF

CONTRACT NO.:

REVISION DATES

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

LOG OF TEST BORINGS

MATERIALS AND GEOTECHNICAL SERVICES

See 2010 Standard Plans A10F and A10G for Soil 

Legend, and A10H for Rock Legend.

3643

BENCH MARK

PROFILE

08000006091

C. Hoadley

W. Tang 10/12

S. Wei

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

 

 

DIST COUNTY ROUTE

SHEET TOTAL

PLANS APPROVAL DATE

No SHEETS

CERTIFIED ENGINEERING GEOLOGIST

 

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

POST MILES

TOTAL PROJECT

STATE OF C

LI F O R NIA

Chris Hoadley

2309

11-23-13

08 SBd 138 

PLAN

1" = 50’

RETAINING WALL NO. 328

-dense.

326+00 326+50 327+00

4550

4560

4570

4580

4590

4600

4610

6

A-12-003

4606.0’

8-28-12

Terminated at Elev 4555.5’

ERi = 52%

4550

4560

4570

4580

4590

4600

4610

26 1.4

37 1.4

40 1.4

20 1.4

26 1.4

26 1.4

22 1.4

45 1.4

34 1.4

30 1.4

Horiz: 1" = 10’

Vert: 1" = 10’

329

330

331

332

327 326 325

324

328

• Rte 138

6.2

6

A-12-003

08-3401U1

Well-graded SAND with SILT and GRAVEL (SW-SM); medium dense; brown; dry; 20% GRAVEL; 10-15% SILT.

To I-5

10-15-12

-25% from fine to coarse GRAVEL.

11-09-12

SET STD DISK IN CONC DN 1" STAMPED "P1-71 P1-16", 

3’ FROM E.O. IN AC TURNOUT ON RT AT PM 6.2

NAD83 (VERTICAL)

ZONE 5

12-10-12 

M. Wilson

To PHELAN

RW NO. 328 LOL

Note: No ground water encountered during field investigation.

55.0’ Rt Sta 326+50.0 C/L Rte 138

-GRAVEL, coarse.

12-14-12

-dense, 25% GRAVEL, from fine to coarse, angular METAMORPHIC, IGNEOUS, LIMESTONE.

-medium dense, 15% GRAVEL; 15-20% SILT.

SILT (ML); hard; medium brown; moist; 10% caliche.

12-27-12

Page A - 98
81 1.4

REF 1.4

PROFILE

VER. 1" = 10’

HOR. 1" = 40’

25 1.4

40 1.4

31 1.4

48 1.4

48 1.4

60 1.4

USERNAME => s1284 DATE PLOTTED => 28-DE TIME PLOTTED => 13:41

OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS

ENGINEERING SERVICES

DRAWN BY:

CHECKED BY:

FUNCTIONAL SUPERVISOR

NAME:

ORIGINAL SCALE IN INCHES

FIELD INVESTIGATION BY:

FILE => rw372.dg

CALIFORNIA

STATE OF

DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

x

BRIDGE NO.

POST MILE

0 1 2 3 X X

REVISION DATES SHEET OF

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

LOG OF TEST BORINGS

Exp.

No.

CERTIFIED

ENGINEERING

GEOLOGIST

P R O F E S S I O N A L G E O L O G I S T

 

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES SHEET

No.

TOTAL

SHEETS

DATE

PLANS APPROVAL DATE

The State of California or its officers or agents

shall not be responsible for the accuracy or

completeness of electronic copies of this plan sheet.

CERTIFIED ENGINEERING GEOLOGIST

MATERIALS AND GEOTECHNICAL SERVICES

This LOTB sheet was prepared in accordance with 

the Caltrans Soil & Rock Logging, Classification, 

& Presentation Manual (2010 Edition).

See 2010 Standard Plans A10F and A10G for Soil 

Legend, and A10H for Rock Legend.

STATE OF C F O RNIA

ALI

F. Nguyen

S. Wei C. Hoadley

08-3401U1

2.5

RETAINING WALL NO. 372

3643

08000006091 CONTRACT NO.:

7.0

RW 372

08 SBd 138

Chris Hoadley

2309

11-23-13

2.5

372

374

371

375

370

376

• Rte 138

0 Elev 4769.0’

10

20

30

40

50

LENGTH (FT)

9-26-12

Boring length is 43.0’

PLAN

1" = 40’

LENGTH (FT)

0

10

20

30

40

50

372+00 374+00 376+00

BENCH MARK

Inclination 7^ down from surface.

10-18-12

M. Wilson

RC-12-010

RC-12-010

-trace SAND and SILT; cemented.

-medium dense to very dense.

To I-15

60.0’ Rt Sta 372+75.0 • Rte 138

Set STD brass stamped 

"SBd 138 GPS 7.00 1999",

50’ W’ly Y.S. Rte 138 at 

top of cut in saddle 

area, at PM 7.0

NAD 83 (Vertical) 

Zone 5.

10-30-12 12-07-12

TO PHELAN

S45^W

RW NO. 372 LOL

Note: No ground water encountered during

 field investigation.

(Horizontal Boring)

Well-graded GRAVEL (GW); granitic and METAMORPHIC subrounded, to COBBLES. 

Well-graded SAND with GRAVEL (SW); medium dense to dense; brown; dry; 20% GRAVEL to 2".

12-14-12

Well-graded SAND (SW); medium dense to very dense; light brown; dry; trace GRAVEL and SILT; moderately cementation.

Well-graded SAND with SILT (SW-SM); medium dense; medium brown; dry; 10% SILT; 5% GRAVEL.

Well-graded SAND with SILT and GRAVEL (SW-SM); medium dense to very dense; medium brown; dry; 25% from fine to coarse GRAVEL; 10% fines.

-20% GRAVEL.

Well-graded SAND with GRAVEL (SW); medium dense to dense; medium brown; dry; 15% from fine to coarse GRAVEL.

Well-graded GRAVEL with SAND (GW); 15% SAND; from fine to coarse GRAVEL to COBBLES.

12-27-12

Page A - 99