Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995492 DEA: 07358204 EFIS: 0719000107
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5823-
Work Description: PROVIDE BUILDING WORK AT A MAINTENANCE STATION.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT THE PACIFIC PLACE MAINTENANCE STATION AT NORTH 3725 PACIFIC PLACE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P O BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Jeffrey Townsend Structure Rep.: Sami Deeb
DIME Sample ID: 2025-01-14-14
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: Acceptance
Type of Material: Soil
Sample Taken Date: 01/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2025
The quantity of what the sample constitutes: 200 y2
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 25-0177
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
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 location at structural backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-01-14-14-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/17/2025
Date Tested: 01/14/2025
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
|
1983 g/cc
|
|
Count or Density 1
|
2.15 g/cc
|
|
Count or Density 2
|
2.13 g/cc
|
|
Count or Density 3
|
2.1 g/cc
|
|
Standard Count Moisture
|
659 g/cc
|
|
Moisture Count 1
|
0.17 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.16 g/cc
|
|
Sum of Count or Density
|
6.38 g/cc
|
|
Average of Count or Density
|
2.13 g/cc
|
|
Sum of Moisture Count
|
0.5 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
96.2 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2025-01-14-14-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/17/2025
Date Tested: 01/14/2025
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
|
2.13
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
96
|
|
% Moisture
|
8.5 %
|
|
Optimum Moisture
|
10.5 %
|
