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Sample Record for 2024-12-02-2

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Project Information

Project ID: 1000209 DEA: 07352304 EFIS: 0718000220 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R60.0/R75.0
Work Description: REPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED.
Location Description: LOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 banana Avenue, Fontana
Resident Engineer: OSCAR OSORIO Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2024-12-02-2
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: Acceptance
Type of Material: Soil
Sample Taken Date: 12/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2024
The quantity of what the sample constitutes: 222 sy
A brief description of the sample: Castaic Sand Shed Building Foundation sta.3+56.4-4+18.32
From where was the sample collected: Job Site
Laboratory sample identification: 24-3698
Structure unique identifier:
Structure name: Castaic Sand Shed Building Foundation sta.3+56.4-4+18.32
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: from various locations at SBF
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-12-02-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/02/2024
Date Tested: 12/02/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2215 g/cc
Count or Density 1 2.29 g/cc
Count or Density 2 2.27 g/cc
Count or Density 3 2.26 g/cc
Standard Count Moisture 656 g/cc
Moisture Count 1 0.17 g/cc
Moisture Count 2 0.17 g/cc
Moisture Count 3 0.16 g/cc
Sum of Count or Density 6.82 g/cc
Average of Count or Density 2.27 g/cc
Sum of Moisture Count 0.5 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 98 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2024-12-02-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/02/2024
Date Tested: 12/02/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.27
Highest adjust wet density 2.32
Relative compaction 98
% Moisture 7.9 %
Optimum Moisture 9.9 %