Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994803 DEA: 043J0704 EFIS: 0415000077
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-10.1/13.5
Work Description: Remove PCC and AC, place PCP and AC Resurfacing.
Location Description: Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
Contractor Name: VANGUARD CONSTRUCTION, INC.
Contractor Address: 651 ENTERPRISE CT, LIVERMORE, CA 94550
Resident Engineer: Ta Seng Structure Rep.: Unknown
DIME Sample ID: 2023-07-22-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 07/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2023
The quantity of what the sample constitutes: 2 cyliners
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: Rich_23_184
Structure unique identifier:
Structure name: Hwy 80
The fabricator/manufacturer/facility name: Roadway
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: STA 4750
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-07-22-8-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/31/2023
Date Tested: 07/22/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.04
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
95
|
|
% Moisture
|
15 %
|
|
Optimum Moisture
|
15 %
|
DIME Test ID: 2023-07-22-8-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/31/2023
Date Tested: 07/22/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
84694 g/cc
|
|
Average of Count or Density
|
28231 g/cc
|
|
Sum of Moisture Count
|
8795 g/cc
|
|
Average of Moisture Count
|
2932 g/cc
|
|
Count Ratio Density
|
2.04
|
|
Count Ratio Moisture
|
0.27
|
|
Calculated Percent Relative Compaction
|
2.04 %
|
|
Reported Percent Relative Compaction
|
95 %
|
