Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-08-10-68
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: 08/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2023
The quantity of what the sample constitutes: 2550
A brief description of the sample: Structure Backfill Native Material
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: In Situ Material
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: Retaining Wall 5 STA 720
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-08-10-68-8
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/11/2023
Date Tested: 08/10/2023
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: 97% Relative Compaction
Passed
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
71413 g/cc
|
|
Average of Count or Density
|
23804 g/cc
|
|
Sum of Moisture Count
|
7946 g/cc
|
|
Average of Moisture Count
|
2649 g/cc
|
|
Count Ratio Density
|
29932
|
|
Count Ratio Moisture
|
9083
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-08-10-68-9
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/15/2023
Date Tested: 08/10/2023
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 08-10-2023
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.18
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
97
|
|
% Moisture
|
12.4 %
|
|
Optimum Moisture
|
12.4 %
|
