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Sample Record for 2026-05-01-18

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: Vladimir Gurfinkel Structure Rep.: Darwin Vargas

Sample Information

DIME Sample ID: 2026-05-01-18
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: 05/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2026
The quantity of what the sample constitutes: 10350 SF
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 26-1548
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

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

Test Results

Test

DIME Test ID: 2026-05-01-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/01/2026
Date Tested: 05/01/2026
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: NB Rte. US-101 - Wildlife Crossing Project Liberty Canyon Rd On-Ramp Elevation: 810.5 Feet
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2199 g/cc
Count or Density 1 1.78 g/cc
Count or Density 2 1.85 g/cc
Count or Density 3 1.83 g/cc
Count or Density 4 1.8 g/cc
Count or Density 5 1.79 g/cc
Standard Count Moisture 645 g/cc
Moisture Count 1 0.21 g/cc
Moisture Count 2 0.24 g/cc
Moisture Count 3 0.28 g/cc
Moisture Count 4 0.25 g/cc
Moisture Count 5 0.26 g/cc
Sum of Count or Density 9.05 g/cc
Average of Count or Density 1.81 g/cc
Sum of Moisture Count 1.24 g/cc
Average of Moisture Count 0.25 g/cc
Calculated Percent Relative Compaction 90 %
Reported Percent Relative Compaction 90 %

Test

DIME Test ID: 2026-05-01-18-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/01/2026
Date Tested: 05/01/2026
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: NB Rte. US-101 - Wildlife Crossing Project Liberty Canyon Rd On-Ramp Elevation: 810.5 Feet
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.81
Highest adjust wet density 2.01
Relative compaction 90
% Moisture 15.9 %
Optimum Moisture no data