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Sample Record for 2022-10-17-1

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

Project Information

Project ID: 993316 DEA: 07325304 EFIS: 0716000083 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R1.5/R10.2
Work Description: CONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Arturo Lao Structure Rep.: George Boules

Sample Information

DIME Sample ID: 2022-10-17-1
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: 10/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2022
The quantity of what the sample constitutes: 88 SF
A brief description of the sample: Soil for Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 22-2757
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Embankment
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: 2022-10-17-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/17/2022
Date Tested: 10/17/2022
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: EB Rte. 118 @ Sepulveda On-Ramp Location #13 - DS-15 GSRD 11' X 8'
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2343 g/cc
Count or Density 1 2.01 g/cc
Count or Density 2 1.93 g/cc
Count or Density 3 2.02 g/cc
Standard Count Moisture 644 g/cc
Moisture Count 1 0.16 g/cc
Moisture Count 2 0.16 g/cc
Moisture Count 3 0.18 g/cc
Sum of Count or Density 5.96 g/cc
Average of Count or Density 1.99 g/cc
Sum of Moisture Count 0.50 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 87.9 %
Reported Percent Relative Compaction 88 %

Test 2 of 2

DIME Test ID: 2022-10-17-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/17/2022
Date Tested: 10/17/2022
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: EB Rte. 118 @ Sepulveda On-Ramp Location #13 - DS-15 GSRD 11' X 8'
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.99
Highest adjust wet density 2.26
Relative compaction 88
% Moisture 9.2 %
Optimum Moisture no data