Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994812 DEA: 042K7204 EFIS: 0417000014
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R14.3/24.3
Work Description: Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail.
Location Description: On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing.
Contractor Name: O.C. Jones & Sons, Inc. (Victor Babbitt)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rabi Mukherjee Structure Rep.: Unknown
DIME Sample ID: 2023-08-29-70
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: 08/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2023
The quantity of what the sample constitutes: None
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native 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: SR Line
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-08-29-70-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/22/2023
Date Tested: 08/29/2023
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: SR Line STA. 110+00 to STA. 148+73
PASSED
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
159501 g/cc
|
|
Average of Count or Density
|
31900 g/cc
|
|
Sum of Moisture Count
|
15143 g/cc
|
|
Average of Moisture Count
|
3029 g/cc
|
|
Count Ratio Density
|
29711
|
|
Count Ratio Moisture
|
9048
|
|
Calculated Percent Relative Compaction
|
94.6 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-08-29-70-3
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: 08/29/2023
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 the inspector on 08-29-2023
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.95
|
|
Highest adjust wet density
|
2.06
|
|
Relative compaction
|
95
|
|
% Moisture
|
16.7 %
|
|
Optimum Moisture
|
16.7 %
|
