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Sample Record for 2023-08-10-26

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

Project Information

Project ID: 993664 DEA: 073311U4 EFIS: 0719000098 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23,101-R3.3/R3.7,0.2/40.8
Work Description: CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-10-26
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: 08/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2023
The quantity of what the sample constitutes: 2296 SF
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-1211
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: 2023-08-10-26-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/11/2023
Date Tested: 08/10/2023
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: Rte. 101 NB @ Camarillo Springs Off-Ramp Location 104 Sta. 560+94.62 to Sta. 566+68.45
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2313 g/cc
Count or Density 1 1.99 g/cc
Count or Density 2 1.97 g/cc
Count or Density 3 1.86 g/cc
Standard Count Moisture 641 g/cc
Moisture Count 1 0.17 g/cc
Moisture Count 2 0.16 g/cc
Moisture Count 3 0.15 g/cc
Sum of Count or Density 5.82 g/cc
Average of Count or Density 1.94 g/cc
Sum of Moisture Count 0.48 g/cc
Average of Moisture Count 0.16 g/cc
Calculated Percent Relative Compaction 90.2 %
Reported Percent Relative Compaction 90 %

Test 2 of 2

DIME Test ID: 2023-08-10-26-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/11/2023
Date Tested: 08/11/2023
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: Rte. 101 NB @ Camarillo Springs Off-Ramp Location 104 Sta. 560+94.62 to Sta. 566+68.45
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.94
Highest adjust wet density 2.15
Relative compaction 90
% Moisture 9.0 %
Optimum Moisture no data