Print Report | Back to Sample Detail

Sample Record for 2025-08-14-9

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

Project Information

Project ID: 1000802 DEA: 07346804 EFIS: 0718000079 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-232-0.4/R4.1
Work Description: COLD PLANE AND OVERLAY WITH HMA & RHMA.
Location Description: VENTURA COUNTY IN AND NEAR OXNARD FROM ROUTE 232/101 SEPARATION TO ROUTE 118
Contractor Name: TORO ENTERPRISES, INC.
Contractor Address: Unknown
Resident Engineer: Pantaleon "Torch" Rivera Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-14-9
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: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2025
The quantity of what the sample constitutes: 265 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-2725
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Aggregate Base
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: 2025-08-14-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/14/2025
Date Tested: 08/14/2025
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: EB VEN Rte. 232 SW corner of Montgomery Ave Curb Ramp #C-21 "Curb & Gutter"
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2110 g/cc
Count or Density 1 1.99 g/cc
Count or Density 2 1.94 g/cc
Count or Density 3 1.92 g/cc
Standard Count Moisture 620 g/cc
Moisture Count 1 0.18 g/cc
Moisture Count 2 0.19 g/cc
Moisture Count 3 0.22 g/cc
Sum of Count or Density 5.85 g/cc
Average of Count or Density 1.95 g/cc
Sum of Moisture Count 0.59 g/cc
Average of Moisture Count 0.2 g/cc
Calculated Percent Relative Compaction 94.7 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2025-08-14-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/14/2025
Date Tested: 08/14/2025
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: EB VEN Rte. 232 SW corner of Montgomery Ave Curb Ramp #C-21 "Curb & Gutter"
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.95
Highest adjust wet density 2.06
Relative compaction 95
% Moisture 11.2 %
Optimum Moisture no data