Print Report | Back to Sample Detail

Sample Record for 2023-06-16-76

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: 2023-06-16-76
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: 06/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2023
The quantity of what the sample constitutes: 2600 Grams
A brief description of the sample: Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Recycled Materials

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: Wall #5 West Side
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2023-06-16-76-11
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/14/2023
Date Tested: 06/16/2023
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: Results reported to inspector on 6-16-2023 Common TMD USED is Con_23_685 and Con_23_669
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 114818 g/cc
Average of Count or Density 22964 g/cc
Sum of Moisture Count 11412 g/cc
Average of Moisture Count 2282 g/cc
Count Ratio Density 29820
Count Ratio Moisture 9015
Calculated Percent Relative Compaction 97.4 %
Reported Percent Relative Compaction 97 %

Test

DIME Test ID: 2023-06-16-76-12
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/14/2023
Date Tested: 06/16/2023
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: Results reported to inspector on 6-13-2023 @ 8:38AM COMMON TMD used Con_23_685 and Con_23_669
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.21
Highest adjust wet density 2.3
Relative compaction 97
% Moisture 9.4 %
Optimum Moisture 10.5 %