Print Report | Back to Sample Detail

Sample Record for 2024-01-19-37

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: 2024-01-19-37
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: 01/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/19/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Source
Laboratory sample identification: 24-0199
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: 2024-01-19-37-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/01/2024
Date Tested: 01/19/2024
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:
Additional Comments When Verified:
Standard Count Density 1676 g/cc
Count or Density 1 1075 g/cc
Count or Density 2 1022 g/cc
Count or Density 3 1002 g/cc
Standard Count Moisture 665 g/cc
Moisture Count 1 155 g/cc
Moisture Count 2 139 g/cc
Moisture Count 3 128 g/cc
Sum of Count or Density 3099 g/cc
Average of Count or Density 1033 g/cc
Sum of Moisture Count 422 g/cc
Average of Moisture Count 140.67 g/cc
Calculated Percent Relative Compaction 98.1 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2024-01-19-37-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/01/2024
Date Tested: 01/19/2024
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:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.06
Highest adjust wet density 2.1
Relative compaction 98
% Moisture no data
Optimum Moisture no data