BID_SET_New_Hope_Road_Bridge_-_Plans.pdf
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- Solicitation number
- 4664
- Issued by
- Sacramento County, San Francisco City, California
About this file
This is a bid set of construction plans prepared by the Sacramento County Department of Transportation and Community Services Agency for the New Hope Road Bridge Replacement Project at Grizzly Slough (Bridge No. 24C0624), a federally-funded infrastructure project involving the demolition and reconstruction of a 90-year-old bridge located on the county's southern border. The project scope includes demolition of the existing bridge, construction of a new 222.5-foot cast-in-place reinforced concrete bridge approximately 38 feet wide with two 11-foot travel lanes and 6-foot paved shoulders, installation of four new piers with 30-inch diameter columns, removal of 69 riparian trees, placement of rock slope protection, roadway approach work including access road construction and grading, hydroseeding, and installation of bridge railings and traffic striping. The plans document site location details, pavement delineation, typical sections for roadway and bridge construction, foundation and abutment layouts, pier configurations, slab reinforcement details, drainage systems, utility support details, and geotechnical test boring data. Pre-bid questions must be submitted by February 5, 2026, at 5:00 p.m., with responses due by February 12, 2026, and electronic bids are due February 19, 2026, at 2:00 p.m. through Sacramento County's electronic bidding portal. The contract completion time is 120 working days, with in-water work restricted to June 1 through October 1 to protect fish species.
The estimated construction cost is $5,399,400, with contractors required to provide bid security of 10 percent of the bid amount and execute Payment and Performance Bonds for 100 percent of the contract price. A qualified California General Engineering Contractor holding a Class A license is required to perform the work. Contractors must comply with Davis-Bacon wage requirements, FHWA provisions, Title VI non-discrimination requirements, and register with the California Department of Industrial Relations for public works projects. Insurance requirements include $5,000,000 general liability, $2,000,000 automobile liability, and $2,000,000 pollution liability coverage. Liquidated damages are assessed at $6,700 per calendar day for failure to meet completion deadlines. The project requires compliance with Section 404 Clean Water Act authorization, Section 401 Water Quality Certification, and the South Sacramento Habitat Conservation Plan. Funding is provided through the Federal Highway Bridge Program (Project No. BRLS-5924).
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Text version
SAN JOAQUIN COUNTY
SACRAMENTO COUNTY
EL DORADO CO
TACOS
TRA
CON
CO
CO
SOLANO
CO
QU
IN
JO
A
SAN
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220 CO
SAN JOAQUIN COUNTY
CO
SUTTER CO PLACER CO
SAC
RAM
ENT
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UNT
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AMA
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COU
NTY
SACRAMENTO COUNTY
PAYPHONEPEDESTRIAN PUSH BUTTONLIGHT POLESECURITY LIGHT
BOLLARDBUSH/SHRUBFLAGPOLEFIRE HYDRANT
FIRE DEPT 'Y' CONNECT
GAS METERGAS VALVEGAS BLOWOFF VALVE
SPRINKLER VALVE
SPRINKLER
TRAFFIC SIGNALUTILITY POLEWATER VALVEWATER METERWATER BLOWOFF VALVE
HEDGETS PULLBOXPULLBOX GUY ANCHORSEWER MANHOLESEWER CLEANOUTDRAIN INLETDRAIN MANHOLE
TELE MANHOLE TS CABINETTELE RISER HOSE BIBMONITOR WELL
YARD LIGHT
ELEC CABINET
SIGN MAILBOX
PROJECT
AT GRIZZLY SLOUGH
BRIDGE NO. 24C0624
CS1 CS1
CO
VE
R
SH
EE
T
LOCATION
PROJECT
LOCATION
D E
P A
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TM
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T O
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IT
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S E
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IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
DEPARTMENT OF TRANSPORTATION
COMMUNITY SERVICES AGENCY
NEW HOPE ROAD
BRIDGE REPLACEMENT
BID SET
FEDERAL HIGHWAY BRIDGE PROGRAM
PROJECT NO. BRLS-5924 (190)
SAN JOAQUIN COUNTY
SACRAMENTO COUNTY
PROJECT
LOCATION
PROJECT LOCATION
PLAN LEGEND:
SIGN LEGEND:
M4-10 (LT)
SC
R11-4
R1 1-
2B
M 4-
(R
T)
S1+ S2C
S1+ S2C
R1 1-
2B
R1 1-
S1+S2B+SC3
M 4-
(L
T) S2
B
M4-10 (LT)
S2C
S1W20-2
W
-2 S3
C
S1+S2A+M4-10 (LT)
SC3
S1+S2C
S1 +S
2C
M4-10 (RT)
M 4-
(L
T) S2
A
M4-10 (RT)
S2C S2
B M
4-
(R T)
S1
M4-8A
S1+S2B
S1 +S
2B
S1 -S
2A W
-2
W
-2 S1
-S 2C
W
-3
M4-8A W20-3
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P A
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S A
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SCALE
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PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
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OA
D
BR
ID
GE
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NEW HOPE ROAD BRIDGE REPLACEMENT
AT
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LO
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DP1 DP1
DE
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LA
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NOTES:
D E
P A
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S A
G E
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SCALE
DRAWING
DA
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PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
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NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
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LO
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H
TO
K
OS
T-O
RR
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D
/ C
ITY
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C A-
TO
TH
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NT
ON
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OA
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/ S
AN
JO
AQ
UI
N
CO
UN
TY
I-5
16+00 17+0015+00 18+00
PP1 PP3
PL
AN
P
RO
FIL
E
CONSTRUCTION NOTES
21+00
NOTES LEGEND
12+00 13+0011+00 14+00 19+00 20+00
NEW HOPE ROAD
CL ELEV
GRIZZLY SLOUGH
NEW HOPE ROAD
NE
A
CC
ES
S
RO
AD
NW
A
CC
ES
S
RO
AD
SW
ACCESS ROAD
SE ACCESS ROAD
Dw y 1
P A
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TM
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S A
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N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
10+00
PP2 PP3
PL
AN
P
RO
FIL
E
10+20 10+40 10+60
DW1 SOUTHWEST ACCESS ROAD NORTHWEST ACCESS ROAD
10+00 10+20 10+40 10+60 10+00 10+20 10+40 10+60
ALIGNMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C1 19.00 2�.13 9.00
C2 16.00
41.08 11.4�
EDGE OF PAVEMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C� 13.00
16.02 3.64
C6 2�.00 2�.13 11.84
C� 10.00 2�.�8 4.81
C10 10.00 ��.20 9.98
C11 1�.00 �1.4� 13.4�
C12 22.00 �.92 3.04
C13 1�.00 30.2� �.92
SW ACCESS ROAD
NE
W
H
OP
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OA
D
NW ACCESS ROAD
NE
W
H
OP
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D
Dwy 1
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W
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S A
G E
N C
Y
SCALE
DRAWING
DA
TE
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VI
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ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
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LY
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LO
UG
H
10+00
PP3 PP3
PL
AN
P
RO
FIL
E
10+20 10+40 10+60
SOUTHEAST ACCESS ROAD NORTHEAST ACCESS ROAD
10+00 10+20 10+40 10+60 10+80
ALIGNMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C3 8.00
25.88 3.61
C4 25.00
9.83 4.29
EDGE OF PAVEMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C8 15.00
25.88 6.�8
C9 10.00 �3.53 12.83
SE ACCESS ROAD
NE
W
H
OP
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OA
D
NE ACCESS ROAD
NE
W
H
OP
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OA
P A
R
TM
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S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
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TS1 TS2
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PI
CA
L S
EC
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NS
NOTES
P A
R
TM
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S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
TS2 TS2
TY
PI
CA
L S
EC
TIO
NEW HOPE ROAD
NW
A
CC
ES
S
RO
AD
SW
ACCESS ROAD
Dw y 1
GRIZZLY SLOUGH
NE
A
CC
ES
S
RO
AD
SE ACCESS ROAD
D E
P A
R
TM
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T O
F
TR
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S P
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TA
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TY
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S A
G E
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Y
SCALE
DRAWING
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TE
RE
VI
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S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
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LY
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LO
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LEGEND
M
AT
CH
LIN
E:
SE
E B
EL
OW
, S
TA
6+
M
AT
CH
LIN
E:
SE
E A
BO
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, S
TA
6+
PD1 PD1
PA
VE
M
EN
T D
EL
IN
EA
TIO
N
PL
AN
GENERAL STRIPING & PAVEMENT MARKING NOTES:
Docusign Envelope ID: 28A13BB8-34AE-4449-8658-A40DC5B038ED
12/15/2025
1 2 3 5 7 8
17 214
18 19 33
40B
9 10 11
13 14 25 26 27
31 32
2322 24 30
48 49 50 53
89 94
96 97
90 92
GRIZZLY SLOUGH
NEW HOPE ROAD
NE
A
CC
ES
S
RO
AD
NW
ACCESS ROAD
SW
ACCESS ROAD
SE ACCESS ROAD
Dw y 1
95A 96A
53A
21A 33A
37A 40A
13A 27A 78A
74C
74A
74B 88A
94A
88686663
73A
D E
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SCALE
DRAWING
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ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
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CO
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(C
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LEGEND:
TREE INVENTORY:
GRIZZLY SLOUGH
NEW HOPE ROAD
NE
A
CC
ES
S
RO
AD
NW
ACCESS ROAD
SW
ACCESS ROAD
SE ACCESS ROAD
Dw y 1
D E
P A
R
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T O
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S A
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N C
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SCALE
DRAWING
DA
TE
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PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
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OA
D
BR
ID
GE
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NEW HOPE ROAD BRIDGE REPLACEMENT
AT
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UR1 UR1
UT
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TY
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EL
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AT
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(C
ITY
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TO
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N
CO
UN
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LI
NE
1 1
1 1
1 1 2 1
1 1 1
LEGEND CONSTRUCTION NOTES
2 1
1 11
2 1
RO
CK
S
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PE
P
RO
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PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
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D
BR
ID
GE
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NEW HOPE ROAD BRIDGE REPLACEMENT
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PREPARED BY
AP
PR
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DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
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12 29
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PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
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NEW HOPE ROAD BRIDGE REPLACEMENT
AT
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LY
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LO
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H (B
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S15
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TO
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13 29
P
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TM
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A G
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SCALE
DRAWING
DA
TE
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VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
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NEW HOPE ROAD BRIDGE REPLACEMENT
AT
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RI
ZZ
LY
S
LO
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H (B
R
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4)
S15
FO
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PL
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S3
14 29
P
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TM
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TR
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TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
AB
UT
M
EN
T L
AY
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T
S4
15 29
P
A R
TM
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N
TY
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IN
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A S
TR
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TU
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A G
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C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
AB
UT
M
EN
T D
ET
AI
LS
N O.
S5
16 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
AB
UT
M
EN
T D
ET
AI
LS
N O.
S6
17 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
PI
ER
LA
YO
UT
S7
18 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
TY
PI
CA
L S
EC
TIO
N
S8
19 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
LO
NG
ITU
DI
NA
L S
EC
TIO
N
S9
20 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
SL
AB
R
EI
NF
OR
CE
M
EN
T D
ET
AI
LS
S10
21 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
DR
AI
NA
GE
D
ET
AI
LS
S11
22 29
(P) 6" GT
PIPE
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
UT
ILI
TY
S
UP
PO
RT
D
ET
AI
LS
S12
23 29
3.5
3.7
3.7
3.7
RW-13-006
RW-13-001 RW-13-003
RW-13-002
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
CX
XX
X)
S15NorthPLAN
SCALE: 1" = 20'
NOTES:
1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings No. 2, "Soil Legend".
2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass liners.
3. "2.4 inch sampler": ID=2.4 inch, OD=2.9 inch. "2.0 inch sampler": ID=2.0 inch, OD=2.5 inch. Both driven in same manner as SPT ("1.4 inch") sampler.
4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual.
5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Caltrans Soil & Logging, Classification, and Presentation Manual (June 2010). Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated.
6. Consistency of soils shown in ( ) where estimated.
7. Groundwater surface (GWS) elevations in the borings indicated on the Log of Test Boring Sheets reflect the fluid level in the borings on the specified date.
8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time.
9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010)
BENCH MARK
N.G.S. PT. New Hope (AE9878) Vertical Datum: NAVD88 Horizontal Datum: NAD83
N 1849784.8 E 6729881.3
N 1849681.8 E 6729881.3
N 1849681.8 E 6730247.9
N 1849784.8 E 6730247.9
Borehole Location Table Hole ID Alignment Name Station and Offset
RW-13-001 "NHR" Line 15+75, Rt. 5.03' RW-13-002 "NHR" Line 16+50, Lt. 5.03' RW-13-003 "NHR" Line 17+46.8, Rt. 7.78' RW-13-006 "NHR" Line 14+98.9, Lt. 6.22'
LO
G
OF
TE
ST
B
OR
IN
GS
O F 3
S13
24 29
-60
-20
-40
-30
-50
-80
-100
-90
-110
-70
-10
-20
-40
-30
-50
-10
-60
-80
-100
-90
-110
-70
-120-120
NOTES:
1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings No. 2, "Soil Legend".
2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass liners.
3. "2.4 inch sampler": ID=2.4 inch, OD=2.9 inch. "2.0 inch sampler": ID=2.0 inch, OD=2.5 inch. Both driven in same manner as SPT ("1.4 inch") sampler.
4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual.
5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Caltrans Soil & Logging, Classification, and Presentation Manual (June 2010). Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated.
6. Consistency of soils shown in ( ) where estimated.
7. Groundwater surface (GWS) elevations in the borings indicated on the Log of Test Boring Sheets reflect the fluid level in the borings on the specified date.
8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time.
9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010)
PROFILE
HORIZ. SCALE: NO SCALE
VERT. SCALE: 1" = 10'
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
CX
XX
X)
S15
LO
G
OF
TE
ST
B
OR
IN
GS
O F 3
S14
25 29
-60
-20
-40
-30
-50
-80
-100
-90
-110
-70
-10
-20
-40
-30
-50
-10
-60
-80
-100
-90
-110
-70
NOTES:
1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings No. 2, "Soil Legend".
2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass liners.
3. "2.4 inch sampler": ID=2.4 inch, OD=2.9 inch. "2.0 inch sampler": ID=2.0 inch, OD=2.5 inch. Both driven in same manner as SPT ("1.4 inch") sampler.
4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual.
5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Caltrans Soil & Logging, Classification, and Presentation Manual (June 2010). Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated.
6. Consistency of soils shown in ( ) where estimated.
7. Groundwater surface (GWS) elevations in the borings indicated on the Log of Test Boring Sheets reflect the fluid level in the borings on the specified date.
8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time.
9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010)
PROFILE
HORIZ. SCALE: NO SCALE
VERT. SCALE: 1" = 10'
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
CX
XX
X)
S15
LO
G
OF
TE
ST
B
OR
IN
GS
O F 3
S15
26 29
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
XS1 XS3
IN
TE
RV
AL
S
EC
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
XS2 XS3
IN
TE
RV
AL
S
EC
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
XS3 XS3
IN
TE
RV
AL
S
EC
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