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Sample Record for 2024-03-11-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214697 DEA: 07307104 EFIS: 0714000213 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Mehrzad "Max" Moheb

Sample Information

DIME Sample ID: 2024-03-11-4
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: 03/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/11/2024
The quantity of what the sample constitutes: 2070 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-0431
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

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: Various locations
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-03-11-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/12/2024
Date Tested: 03/11/2024
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) 817-0387
General Comments for this Test: SB Rte. 101 @ Abutment 1 Wildlife Crossing - North & East Side Sta. 1742+00 to Sta. 1743+80
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2283 g/cc
Count or Density 1 2.04 g/cc
Count or Density 2 2.02 g/cc
Count or Density 3 2.01 g/cc
Standard Count Moisture 646 g/cc
Moisture Count 1 0.2 g/cc
Moisture Count 2 0.15 g/cc
Moisture Count 3 0.19 g/cc
Sum of Count or Density 6.07 g/cc
Average of Count or Density 2.02 g/cc
Sum of Moisture Count 0.54 g/cc
Average of Moisture Count 0.18 g/cc
Calculated Percent Relative Compaction 93.2 %
Reported Percent Relative Compaction 93 %

Test 2 of 2

DIME Test ID: 2024-03-11-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/12/2024
Date Tested: 03/11/2024
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) 817-0387
General Comments for this Test: SB Rte. 101 @ Abutment 1 Wildlife Crossing - North & East Side Sta. 1742+00 to Sta. 1743+80
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.02
Highest adjust wet density 2.17
Relative compaction 93
% Moisture 9.8 %
Optimum Moisture no data