Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994369 DEA: 042K6404 EFIS: 0416000480
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84-6.0
Work Description: CONSTRUCT SOLDIER PILE WALL.
Location Description: SAN MATEO COUNTY NEAR LA HONDA 0.2 MILE WEST OF SAN GREGORIO CREEK BRIDGE
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 3333 Vaca Valley Parkway, Suite 2000, Vacaville, CA 95688
Resident Engineer: Fred Booshehri Structure Rep.: Steve Gong
DIME Sample ID: 2024-08-23-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 08/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2024
The quantity of what the sample constitutes: 9 cu yd
A brief description of the sample: Class 2 Agg Base
From where was the sample collected: Job Site
Laboratory sample identification: HW-082324-RC
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A R Wilson Quarry
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: A Line 16+66 to 17+87
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-08-23-65-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/03/2024
Date Tested: 08/23/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
31300 g/cc
|
|
Count or Density 1
|
68200 g/cc
|
|
Count or Density 2
|
62050 g/cc
|
|
Count or Density 3
|
62366 g/cc
|
|
Standard Count Moisture
|
8715 g/cc
|
|
Moisture Count 1
|
2728 g/cc
|
|
Moisture Count 2
|
3697 g/cc
|
|
Moisture Count 3
|
3560 g/cc
|
|
Sum of Count or Density
|
192616 g/cc
|
|
Average of Count or Density
|
64205 g/cc
|
|
Sum of Moisture Count
|
9985 g/cc
|
|
Average of Moisture Count
|
3328 g/cc
|
|
Count Ratio Density
|
2.05
|
|
Count Ratio Moisture
|
0.38
|
|
Calculated Percent Relative Compaction
|
97.47 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-08-23-65-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/03/2024
Date Tested: 08/23/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.93
|
|
Highest adjust wet density
|
1.98
|
|
Relative compaction
|
97
|
|
% Moisture
|
2 %
|
|
Optimum Moisture
|
no data
|
