Sample Record for 2025-09-09-116
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-L1.8/L3.2
Work Description: Construct I-80 WB Truck Scales
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
Contractor Name: Kiewit Infrastructure West Co.
Contractor Address: 4650 Business Center Drive, Fairfield, CA 94534
Resident Engineer: Darren Isada Structure Rep.: Nana Budu
Sample Information
DIME Sample ID: 2025-09-09-116
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 09/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2025
The quantity of what the sample constitutes: N/A
A brief description of the sample: 3/4
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Lake Herman
Material Information
Source Identification (SMARA, name of Pit or Job Site): Vulcan Lake Herman
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2025-09-09-116-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/12/2026
Date Tested: 09/09/2025
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
173718 g/cc
|
|
Average of Count or Density
|
34744 g/cc
|
|
Sum of Moisture Count
|
8274 g/cc
|
|
Average of Moisture Count
|
1655 g/cc
|
|
Count Ratio Density
|
1.16
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
102 %
|
|
Reported Percent Relative Compaction
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102 %
|
