Print Report | Back to Sample Detail

Sample Record for 2024-06-21-55

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-R10.4/30.2
Work Description: Highway widening, overhead signs, and electronic toll system.
Location Description: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Justen Tatum Structure Rep.: Kelsey Littell

Sample Information

DIME Sample ID: 2024-06-21-55
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: Soil
Sample Taken Date: 06/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2024
The quantity of what the sample constitutes: STA. 00+05 to 00+15
A brief description of the sample: Abutment 5
From where was the sample collected: Job Site
Laboratory sample identification: Con_24_463
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Lake Herman Quarry

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: Abutment 5
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-06-21-55-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/08/2024
Date Tested: 06/21/2024
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: Common USED Con_24_461 STA. 00=05 - 00+15
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 64528 g/cc
Average of Count or Density 21509 g/cc
Sum of Moisture Count 5999 g/cc
Average of Moisture Count 2000 g/cc
Count Ratio Density 29624
Count Ratio Moisture 9010
Calculated Percent Relative Compaction 95.6 %
Reported Percent Relative Compaction 96 %