Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214524 DEA: 07304504 EFIS: 0714000067
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains
DIME Sample ID: 2023-03-24-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 03/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2023
The quantity of what the sample constitutes: 33 CY
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 23-0292
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Highland Construction Inc.
The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Structural Backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-03-24-1-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/26/2023
Date Tested: 03/24/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.12
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
94
|
|
% Moisture
|
13.3 %
|
|
Optimum Moisture
|
13.2 %
|
DIME Test ID: 2023-03-24-1-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/26/2023
Date Tested: 03/24/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2350 g/cc
|
|
Count or Density 1
|
2.17 g/cc
|
|
Count or Density 2
|
2.01 g/cc
|
|
Count or Density 3
|
2.19 g/cc
|
|
Standard Count Moisture
|
629 g/cc
|
|
Moisture Count 1
|
0.27 g/cc
|
|
Moisture Count 2
|
0.25 g/cc
|
|
Moisture Count 3
|
0.24 g/cc
|
|
Sum of Count or Density
|
6.37 g/cc
|
|
Average of Count or Density
|
2.12 g/cc
|
|
Sum of Moisture Count
|
0.76 g/cc
|
|
Average of Moisture Count
|
0.25 g/cc
|
|
Calculated Percent Relative Compaction
|
94 %
|
|
Reported Percent Relative Compaction
|
94 %
|
