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Sample Record for 2023-02-02-33

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

Project Information

Project ID: 994092 DEA: 07339204 EFIS: 0717000119 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-0.7/11.0
Work Description: REPLACE MINOR CONCRETE CURB RAMPS & MODIFY SIGNAL & LIGHTING SYSTEMS.
Location Description: VENTURA COUNTY IN AND NEAR OXNARD FROM DARLING ROAD TO ROUTE 34/118 SEPARATION
Contractor Name: Toro Enterprise
Contractor Address: 2101 E Ventura BLVD, Oxnard, CA 93036
Resident Engineer: Denrick Bautista Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-02-33
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: 02/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2023
The quantity of what the sample constitutes: 30 yd2
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 23-0103
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Toro

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Subgrade
A detailed description of where the material sample was collected: From various locations at subgrade.
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: 2023-02-02-33-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/13/2023
Date Tested: 02/02/2023
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 2352 g/cc
Count or Density 1 1.98 g/cc
Count or Density 2 2.01 g/cc
Count or Density 3 2 g/cc
Standard Count Moisture 628 g/cc
Moisture Count 1 0.08 g/cc
Moisture Count 2 0.21 g/cc
Moisture Count 3 0.2 g/cc
Sum of Count or Density 5.99 g/cc
Average of Count or Density 2.00 g/cc
Sum of Moisture Count 0.49 g/cc
Average of Moisture Count 0.16 g/cc
Calculated Percent Relative Compaction 92 %
Reported Percent Relative Compaction 92 %

Test 2 of 2

DIME Test ID: 2023-02-02-33-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/13/2023
Date Tested: 02/02/2023
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 2.00
Highest adjust wet density 2.17
Relative compaction 92
% Moisture 8.9 %
Optimum Moisture 8.9 %