GDR App J.pdf
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- Solicitation number
- W91238-21-B-0010
About this file
This document provides details on a federal contract solicitation for the Tule River/Success Lake Spillway Enlargement Phase 2 project. The solicitation will be for a firm-fixed price construction contract issued by the Department of the Army Corps of Engineers Sacramento District. The project scope involves constructing a 350-foot long curved reinforced concrete ogee weir and associated structures to enlarge the existing spillway. The construction value is estimated between $25-100 million. The solicitation is designated as a small business set-aside and will be issued on or around May 27, 2021 via SAM.gov, with bids due on June 25, 2021. The solicitation will establish a firm bid deadline. An optional site visit may be scheduled prior to proposal submission. This is an active procurement that may be delayed, cancelled or revised during the solicitation and award process.
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Schafer Dam Spillway Enlargement Project Geotechnical Data Report
APPENDIX J – BOAT RAMP AND PARKING LOT TEST PITS AND LAB
TESTING RESULTS
Project: Success/Tule R. Stream: Contractor: USACE Date:-5-Jan-21
High Pool Boat Ramp Operator: Equipment: Deere 310SK Inspector: L. Addarich
Location: 4F-21-11 Wall Mapped: Trench Bearing: 051 Elevation Reference: NAVD88
TRENCH LOG
0’ 2’ 4’ 6’ 8’
0’ 10’
COORDINATE INFORMATION
ELEV NORTHING EASTING
20’ 30’
36.073523 -118.921826
1. Fat clay (CH), 20% coarse to fine sand, 10% coarse to fine subangular gravel, yellowish brown.
2. Quartzite, very hard, intensely fracture, slightly weathered, dark gray.Draft
Project: Success/Tule R. Stream: Contractor: USACE Date: 5-Jan-2021
Location: 4F-21-12 Wall Mapped: Trench Bearing: 094 Elevation Reference: NAVD88
TRENCH LOG
0’ 2’ 4’ 6’ 8’
0’ 10’
COORDINATE INFORMATION
ELEV NORTHING EASTING
20’ 30’
36.074572 -118.920817
1. Fat clay (CH), 20% coarse to fine sand, 5% coarse to fine subangular gravel, 5% boulders (granodiorite), yellowish brown.
2. Meta-basalt (?), moderately hard, high to intensely fracture, dark gray.Draft
Project: Success/Tule R. Stream: Contractor:USACE Date: 5 Jan-2021
Location: 4F-21-13 Wall Mapped: Trench Bearing: 065 Elevation Reference: NAVD88
TRENCH LOG
0’ 2’ 4’ 6’ 8’
0’ 10’
COORDINATE INFORMATION
ELEV NORTHING EASTING
20’ 30’
1. Lean clay (CL), 15% coarse to fine sand, 5% coarse to fine subangular gravel, yellowish brown.
2. Coarse to fine sand, 25% low plastic fine, 25% coarse to fine gravel (granodiorite), yellowish red.
3. Quartzite, highly fracture, moderately weathered, very hard, dark gray.
36.075410, -118.920652
Draft
Project: Success/Tule R. Stream: Contractor: Date: 5-Jan-2021 5-Jan-20215-
High Pool Boat Ramp Operator: Equipment: Deere 310SK Inspector: L. Addarich
Location: 4F-21-14 Wall Mapped: Trench Bearing: 265 Elevation Reference: NAVD88
TRENCH LOG
0’ 2’ 4’ 6’ 8’
0’ 10’
COORDINATE INFORMATION
ELEV NORTHING EASTING
20’ 30’
36.076170, -118.919986
1. Lean clay (CL), 15% coarse to fine sand, 5% coarse to fine subangular gravel, reddish brown.
2. Coarse to fine sand, 25% low plastic fines, 15% coarse to fine subangular gravel (quartzite), yellowish red.
3. Quartzite, very hard, slightly weathered, highly fracture, light gray.
Draft
UNIFIED SOIL CLASSIFICATION
Sieve Dia. %
No. mm Finer
3" 75.0 100.0
2" 50.0 100.0
1.5" 37.5 100.0
1" 25.0 100.0
3/4" 19.00 94.8
1/2" 12.50 87.8
3/8" 9.50 84.0
#4 4.75 71.0
#10 2.00 58.0
#20 0.850 47.0
#40 0.425 38.0
#60 0.250 30.0
#100 0.150 24.0
#140 0.106 19.0
#200 0.075 16.0
D60
D30
D10
Location Sample No. Depth (ft) SYMBOL Wn (%) LL PI % 2 µm Description and Classification Cu
4F-21-11 01052021-02 7 ~ 8.5 14.2 --- --- --- Cc
PROJECT NAME: Tule River / Success Dam PARTICLE-SIZE
DISTRIBUTION CURVE
2.285
H yd ro m et er
A na ly si s
% Cobbles % Gravel % Sand % Fines
0.250
#N/A
Light olive brown silty Sand with gravel (SM) ---
50 5 0.5 0.05 0.005
#2003" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
GRAIN SIZE IN MILLIMETERS
U. S. STANDARD SIEVE SIZES
C O B B L E S
GRAVEL SAND SILT AND CLAY
COARSE FINE COARSE FINEMEDIUM
HYDROMETER
C:\Laboratory\Projects\Tule River\PSD Tule River 4F-21-11 01052021-02.xlsx USACE
No. mm Finer
3" 75.0 100.0
2" 50.0 100.0
1.5" 37.5 100.0
1" 25.0 100.0
3/4" 19.00 97.8
1/2" 12.50 92.0
3/8" 9.50 89.2
#4 4.75 81.0
#10 2.00 71.0
#20 0.850 64.0
#40 0.425 58.0
#60 0.250 52.0
#100 0.150 47.0
#140 0.106 42.0
#200 0.075 38.0
D60
D30
D10
Location Sample No. Depth (ft) SYMBOL Wn (%) LL PI % 2 µm Description and Classification Cu
4F-21-12 01052021-04 8 ~ 10 16.1 --- --- --- Cc
PROJECT NAME: Tule River / Success Dam PARTICLE-SIZE
DISTRIBUTION CURVE
0.535
H yd ro m et er
A na ly si s
% Cobbles % Gravel % Sand % Fines
#N/A
#N/A
Grayish brown clayey Sand with gravel (SC) ---
50 5 0.5 0.05 0.005
#2003" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
GRAIN SIZE IN MILLIMETERS
U. S. STANDARD SIEVE SIZES
C O B B L E S
GRAVEL SAND SILT AND CLAY
COARSE FINE COARSE FINEMEDIUM
C:\Laboratory\Projects\Tule River\PSD Tule River 4F-21-12 01052021-04.xlsx USACE
No. mm Finer
3" 75.0 100.0
2" 50.0 100.0
1.5" 37.5 95.0
1" 25.0 93.4
3/4" 19.00 84.1
1/2" 12.50 73.8
3/8" 9.50 70.3
#4 4.75 63.0
#10 2.00 57.0
#20 0.850 49.0
#40 0.425 39.0
#60 0.250 30.0
#100 0.150 21.0
#140 0.106 15.0
#200 0.075 12.0
D60
D30
D10
Location Sample No. Depth (ft) SYMBOL Wn (%) LL PI % 2 µm Description and Classification Cu
4F-21-13 01052021-06 6.0 7.6 --- --- --- Cc
PROJECT NAME: Tule River / Success Dam PARTICLE-SIZE
DISTRIBUTION CURVE
3.082
H yd ro m et er
A na ly si s
% Cobbles % Gravel % Sand % Fines
0.250
0.0550
56.0
Pale olive poorly graded Sand with silt and gravel (SP-SM) 0.4
50 5 0.5 0.05 0.005
#2003" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
GRAIN SIZE IN MILLIMETERS
U. S. STANDARD SIEVE SIZES
C O B B L E S
GRAVEL SAND SILT AND CLAY
COARSE FINE COARSE FINEMEDIUM
C:\Laboratory\Projects\Tule River\PSD Tule River 4F-21-13 01052021-06.xlsx USACE
No. mm Finer
3" 75.0 100.0
2" 50.0 100.0
1.5" 37.5 100.0
1" 25.0 100.0
3/4" 19.00 100.0
1/2" 12.50 95.3
3/8" 9.50 94.2
#4 4.75 88.0
#10 2.00 78.0
#20 0.850 66.0
#40 0.425 55.0
#60 0.250 47.0
#100 0.150 39.0
#140 0.106 33.0
#200 0.075 28.0
D60
D30
D10
Location Sample No. Depth (ft) SYMBOL Wn (%) LL PI % 2 mm Description and Classification Cu
4F-21-14 01052021-08 6 ~ 11 l 16.9 --- --- --- Cc
PROJECT NAME: Tule River / Success Dam PARTICLE-SIZE
DISTRIBUTION CURVE
0.561
H y d ro m e te r
A n a ly s is
% Cobbles
% Gravel
% Sand
% Fines
0.088
#N/A
Olive yellow silty Sand (SM) ---
50 5 0.5 0.05 0.005
#2003" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100
0.0010.010.1110100
P E
R C
E N
T P
A S
S
IN
G B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
U. S. STANDARD SIEVE SIZES
C
O
B
B
L
E
S
GRAVEL SAND SILT AND CLAY
COARSE FINE COARSE FINEMEDIUM
E:\spl\Laboratory Projects\Success Lake - Tule River 2020\test results\test pits 2021\PSD Tule River 4F-21-14 01052021-08.xlsx USACE
DESCRIPTION / CLASSIFICATION
Project Name:
PLASTICITY CHART
PILocation Sample Number Depth (ft) Water Content (%) LL
Dark brown Clay with sand (CH)
Tule River / Success Dam
4F-21-11 01052021-01 0 ~ 1.5 12.8 64 43
CL-ML
CL or OL CH or OH
ML or OL MH or OH
0 10 20 30 40 50 60 70 80 90 100 110
PL
AS
TI
C
IT
Y
IN
D
EX
LIQUID LIMIT (%)
Limits Tule River 4F-21-11 01052021-01.xlsx USACE
PILocation Sample Number Depth (ft) Water
Content (%)
LL
Dark yellowish brown Clay with sand
(CH)
Tule River / Success Dam
4F-21-12 01052021-03 0 ~ 3 17.6 61 38
CL-ML
CL or OL CH or OH
ML or OL MH or OH
0 10 20 30 40 50 60 70 80 90 100 110
P L
A S
T
IC
IT
Y
I N
D E
X
Limits Tule River 4F-21-12 01052021-03.xlsx USACE
PILocation Sample Number Depth (ft) Water Content (%) LL
Very dark brown clayey Sand (SC)
Tule River / Success Dam
4F-21-13 01052021-05 0 ~ 1 5.9 36 12
CL-ML
CL or OL CH or OH
ML or OL MH or OH
0 10 20 30 40 50 60 70 80 90 100 110
PL
AS
TI
C
IT
Y
IN
D
EX
Limits Tule River 4F-21-13 01052021-05.xlsx USACE
Brown Clay with sand (CH)
Tule River / Success Dam
4F-21-14 01052021-07 2 ~ 2.5 14.8 63 38
PILocation Sample Number Depth (ft) Water Content (%) LL
CL-ML
CL or OL CH or OH
ML or OL MH or OH
0 10 20 30 40 50 60 70 80 90 100 110
PL
AS
TI
C
IT
Y
IN
D
EX
Limits Tule River 4F-21-14 01052021-07.xlsx USACE
| Boat Ramp Test Pits.pdf |
| 4F-21-11 |
| Slide Number 1 |
| 4F-21-12 |
| Slide Number 1 |
| 4F-21-13 |
| Slide Number 1 |
| 4F-21-14 |
| Slide Number 1 |
| Gradations.pdf |
| PSD Tule River 4F-21-11 01052021-02 |
| PSD plot |
| PSD Tule River 4F-21-12 01052021-04 |
| PSD plot |
| PSD Tule River 4F-21-13 01052021-06 |
| PSD plot |
PSD Tule River 4F-21-14 01052021-08
| Atterberg limit test results.pdf |
| Limits Tule River 4F-21-11 01052021-01 |
| PI_PLOT |
| Limits Tule River 4F-21-12 01052021-03 |
| Limits Tule River 4F-21-13 01052021-05 |
| PI_PLOT |
| Limits Tule River 4F-21-14 01052021-07 |
| PI_PLOT |
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