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Sample Record for 2024-06-15-4

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Project Information

Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-20.2/26
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Steven Taing Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-15-4
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: 06/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2024
The quantity of what the sample constitutes: 267 sy
A brief description of the sample: SB605 at Ramona off ramp in El Monte termini left side
From where was the sample collected: Job Site
Laboratory sample identification: 24-1490
Structure unique identifier:
Structure name: SB605 at Ramona off ramp in El Monte termini left side
The fabricator/manufacturer/facility name: Peterson Chase

Material Information

The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample: various location sugrade
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: 2024-06-15-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/13/2024
Date Tested: 06/15/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2209 g/cc
Count or Density 1 2.04 g/cc
Count or Density 2 2.16 g/cc
Count or Density 3 2.15 g/cc
Standard Count Moisture 664 g/cc
Moisture Count 1 0.1 g/cc
Moisture Count 2 0.12 g/cc
Moisture Count 3 0.13 g/cc
Sum of Count or Density 6.35 g/cc
Average of Count or Density 2.12 g/cc
Sum of Moisture Count 0.35 g/cc
Average of Moisture Count 0.12 g/cc
Calculated Percent Relative Compaction 97.5 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2024-06-15-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/17/2024
Date Tested: 06/15/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.12
Highest adjust wet density 2.17
Relative compaction 98
% Moisture 5.8 %
Optimum Moisture 7.8 %