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Sample Record for 2023-12-13-8

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Project Information

Project ID: 995361 DEA: 072XF604 EFIS: 0723000126 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-24.25/27.3
Work Description: Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW
Location Description:
Contractor Name: Granite Construction
Contractor Address: 4820 MCGRATH STE #101, VENTURA, CA 93003
Resident Engineer: JOSEPH TEHRANI Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-13-8
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: Aggregate
Sample Taken Date: 12/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2023
The quantity of what the sample constitutes: 1200sqft
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-2201
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite

Material Information

Source Identification (SMARA, name of Pit or Job Site): NA
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-12-13-8-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/13/2023
Date Tested: 12/13/2023
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:
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 11.7 %
Optimum Moisture 9.7 %

Test 2 of 2

DIME Test ID: 2023-12-13-8-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/13/2023
Date Tested: 12/13/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2212 g/cc
Count or Density 1 2.14 g/cc
Count or Density 2 2.16 g/cc
Count or Density 3 2.08 g/cc
Standard Count Moisture 635 g/cc
Moisture Count 1 0.22 g/cc
Moisture Count 2 0.22 g/cc
Moisture Count 3 0.23 g/cc
Sum of Count or Density 6.38 g/cc
Average of Count or Density 2.13 g/cc
Sum of Moisture Count 0.67 g/cc
Average of Moisture Count 0.22 g/cc
Calculated Percent Relative Compaction 95.8 %
Reported Percent Relative Compaction 96 %