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Sample Record for 2022-09-24-2

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Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-24-2
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: 09/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2022
The quantity of what the sample constitutes: 1445 SY
A brief description of the sample: aggregate base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2512
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction

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: From Variouys Location at Aggregate Base
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2022-09-24-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/25/2022
Date Tested: 09/24/2022
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: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.09
Highest adjust wet density 2.12
Relative compaction 99
% Moisture 8.2 %
Optimum Moisture 8.2 %

Test 2 of 2

DIME Test ID: 2022-09-24-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/25/2022
Date Tested: 09/24/2022
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: complies
Additional Comments When Verified:
Standard Count Density 1919 g/cc
Count or Density 1 1.96 g/cc
Count or Density 2 2.09 g/cc
Count or Density 3 2.19 g/cc
Count or Density 4 2.1 g/cc
Count or Density 5 2.12 g/cc
Standard Count Moisture 552 g/cc
Moisture Count 1 0.2 g/cc
Moisture Count 2 0.22 g/cc
Moisture Count 3 0.18 g/cc
Moisture Count 4 0.09 g/cc
Moisture Count 5 0.1 g/cc
Sum of Count or Density 10.46 g/cc
Average of Count or Density 2.09 g/cc
Sum of Moisture Count 0.79 g/cc
Average of Moisture Count 0.16 g/cc
Calculated Percent Relative Compaction 98.7 %
Reported Percent Relative Compaction 99 %