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Sample Record for 2024-11-27-9

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Project Information

Project ID: 994654 DEA: 07313504 EFIS: 0715000090 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-1-37.7/62.9,0.0/0.9
Work Description: REMOVE AND CONSTRUCT BRIDGE AND CULVERTS.
Location Description: LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF TEMESCAL CANYON ROAD TO 0.1 MILE NORTH OF TONGA STREET
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Dan Leon Structure Rep.: Aziz Maghsoudloo

Sample Information

DIME Sample ID: 2024-11-27-9
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 11/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/27/2024
The quantity of what the sample constitutes: 120 SY
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-3692
Structure unique identifier:
Structure name: Abutment 2
The fabricator/manufacturer/facility name: N/A

Material Information

Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample: Structural backfill
The fabricator/manufacturer designation for the sample: Compaction testing
The plant number:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-11-27-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/06/2024
Date Tested: 11/27/2024
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 2415 g/cc
Count or Density 1 492 g/cc
Count or Density 2 447 g/cc
Count or Density 3 486 g/cc
Standard Count Moisture 777 g/cc
Moisture Count 1 231 g/cc
Moisture Count 2 251 g/cc
Moisture Count 3 230 g/cc
Sum of Count or Density 1425 g/cc
Average of Count or Density 475 g/cc
Sum of Moisture Count 712 g/cc
Average of Moisture Count 237.33 g/cc
Calculated Percent Relative Compaction 96.8 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2024-11-27-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/06/2024
Date Tested: 11/27/2024
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.1
Highest adjust wet density 2.17
Relative compaction 97
% Moisture 14.1 %
Optimum Moisture 14.1 %