Print Report | Back to Sample Detail

Sample Record for 2026-03-09-16

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

Project Information

Project ID: 1000870 DEA: 07369704 EFIS: 0720000023 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-12/13.4
Work Description: CONSTRUCT SOLDIER PILE WALLS, SLOPE PROTECTION, AND DRAINAGE SYSTEMS.
Location Description: VENTURA COUNTY IN SOMIS FROM SAND CANYON ROAD TO 0.1 MILE EAST OF BALCOM CANYON ROAD
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: Unknown
Resident Engineer: Eloy Castillo Structure Rep.: Azizollah Maghsoudloo

Sample Information

DIME Sample ID: 2026-03-09-16
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: 03/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2026
The quantity of what the sample constitutes: 18000 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 26-0868
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

Test

DIME Test ID: 2026-03-09-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/10/2026
Date Tested: 03/09/2026
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: EB VEN Rte. 118 Sta. 712+00 to Sta. 724+00
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2198 g/cc
Count or Density 1 2.03 g/cc
Count or Density 2 2.03 g/cc
Count or Density 3 1.96 g/cc
Count or Density 4 2 g/cc
Count or Density 5 1.99 g/cc
Standard Count Moisture 644 g/cc
Moisture Count 1 0.15 g/cc
Moisture Count 2 0.14 g/cc
Moisture Count 3 0.14 g/cc
Moisture Count 4 0.15 g/cc
Moisture Count 5 0.15 g/cc
Sum of Count or Density 10.01 g/cc
Average of Count or Density 2 g/cc
Sum of Moisture Count 0.73 g/cc
Average of Moisture Count 0.15 g/cc
Calculated Percent Relative Compaction 96.3 %
Reported Percent Relative Compaction 96 %

Test

DIME Test ID: 2026-03-09-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/10/2026
Date Tested: 03/09/2026
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: EB VEN Rte. 118 Sta. 712+00 to Sta. 724+00
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2
Highest adjust wet density 2.08
Relative compaction 96
% Moisture 7.9 %
Optimum Moisture no data