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Sample Record for 2023-10-23-7

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

Project Information

Project ID: 994296 DEA: 07336004 EFIS: 0716000375 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-R1.4/1.8
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: IN VENTURA COUNTY NEAR SATICOY FROM 0.2 MILE EAST OF NARDO STREET TO 0.1 MILE WEST OF SANTA CLARA RIVER
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: DENRICK BAUTISTA Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-23-7
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: 10/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2023
The quantity of what the sample constitutes: 196 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 23-1731
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Structural Backfill
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: 2023-10-23-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/23/2023
Date Tested: 10/23/2023
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: VEN Rte. 118 @ Santa Clara Bridge Infiltration Gallery (Width 3.5') Sta. 153+32 to Sta. 153+88
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2305 g/cc
Count or Density 1 1.86 g/cc
Count or Density 2 1.92 g/cc
Count or Density 3 1.97 g/cc
Standard Count Moisture 647 g/cc
Moisture Count 1 0.12 g/cc
Moisture Count 2 0.11 g/cc
Moisture Count 3 0.13 g/cc
Sum of Count or Density 5.75 g/cc
Average of Count or Density 1.92 g/cc
Sum of Moisture Count 0.36 g/cc
Average of Moisture Count 0.12 g/cc
Calculated Percent Relative Compaction 89.1 %
Reported Percent Relative Compaction 89 %

Test 2 of 2

DIME Test ID: 2023-10-23-7-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/23/2023
Date Tested: 10/23/2023
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: VEN Rte. 118 @ Santa Clara Bridge Infiltration Gallery (Width 3.5') Sta. 153+32 to Sta. 153+88
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.92
Highest adjust wet density 2.15
Relative compaction 89
% Moisture 6.7 %
Optimum Moisture no data