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Sample Record for 2023-12-15-68

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

Project Information

Project ID: 994397 DEA: 073393U4 EFIS: 0722000031 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R11.4/R19.5
Work Description: CONSTRUCT DPPIA DEVICES AND MODIFY LIGHTING SYSTEMS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF SLAUSON AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF VALLEY BOULEVARD UNDERCROSSING
Contractor Name: Chumo Construction
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Peter Lee Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-15-68
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: 12/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/15/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Native Material
From where was the sample collected: Source
Laboratory sample identification: 23-2250
Structure unique identifier:
Structure name:
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:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-12-15-68-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/22/2024
Date Tested: 12/15/2023
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:
Additional Comments When Verified:
Standard Count Density 2772 g/cc
Count or Density 1 2085 g/cc
Count or Density 2 2651 g/cc
Count or Density 3 2488 g/cc
Standard Count Moisture 704 g/cc
Moisture Count 1 156 g/cc
Moisture Count 2 190 g/cc
Moisture Count 3 207 g/cc
Sum of Count or Density 7224.00 g/cc
Average of Count or Density 2408.00 g/cc
Sum of Moisture Count 553.00 g/cc
Average of Moisture Count 184.33 g/cc
Calculated Percent Relative Compaction 94.8 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2023-12-15-68-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/22/2024
Date Tested: 12/15/2023
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:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.18
Highest adjust wet density 2.3
Relative compaction 95
% Moisture no data
Optimum Moisture no data