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Sample Record for 2022-12-20-31

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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: 2022-12-20-31
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: 12/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/20/2022
The quantity of what the sample constitutes: 1002.6 sqft
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 22-3204
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
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:

Test Results

Test 1 of 2

DIME Test ID: 2022-12-20-31-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/01/2023
Date Tested: 12/20/2022
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: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.90
Highest adjust wet density 2.15
Relative compaction 88
% Moisture 4.8 %
Optimum Moisture 8.8 %

Test 2 of 2

DIME Test ID: 2022-12-20-31-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/01/2023
Date Tested: 12/20/2022
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: does not comply
Additional Comments When Verified:
Standard Count Density 2137 g/cc
Count or Density 1 1.88 g/cc
Count or Density 2 2.01 g/cc
Count or Density 3 1.81 g/cc
Standard Count Moisture 632 g/cc
Moisture Count 1 0.08 g/cc
Moisture Count 2 0.1 g/cc
Moisture Count 3 0.08 g/cc
Sum of Count or Density 5.70 g/cc
Average of Count or Density 1.90 g/cc
Sum of Moisture Count 0.26 g/cc
Average of Moisture Count 0.09 g/cc
Calculated Percent Relative Compaction 88.4 %
Reported Percent Relative Compaction 88 %