Sample Record for 2026-01-20-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000781 DEA: 040P9304 EFIS: 0418000027
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-7.6,12.8
Work Description: BRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS.
Location Description: CONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING.
Contractor Name: BUGLER CONSTRUCTION, INC.
Contractor Address: 4847 Hopyard Road Ste 4-395, Pleasanton, CA 94588
Resident Engineer: Zhuohang Deng Structure Rep.: Rommoney Wu
Sample Information
DIME Sample ID: 2026-01-20-14
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: 01/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/20/2026
The quantity of what the sample constitutes: 1
A brief description of the sample: Class 2 AB Compaction
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Appien Way Bridge
Material Information
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: Jobsite
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 3
DIME Test ID: 2026-01-20-14-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
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
Data has not been verified.
Test 2 of 3
DIME Test ID: 2026-01-20-14-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
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
Data has not been verified.
Test 3 of 3
DIME Test ID: 2026-01-20-14-3
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/27/2026
Date Tested: 01/27/2026
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:
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Is oversize material
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No
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In-place wet density
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2.14
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Highest adjust wet density
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2.23
|
|
Relative compaction
|
96
|
|
% Moisture
|
9.7 %
|
|
Optimum Moisture
|
7.3 %
|
