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Sample Record for 2023-03-07-10

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

Project Information

Project ID: 993607 DEA: 07322604 EFIS: 0716000057 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R41.3/R44.6
Work Description: CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER.
Location Description: LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 42690 Rio Nedo, Temecula, CA 92590
Resident Engineer: Raj Punjabi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-07-10
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: 03/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2023
The quantity of what the sample constitutes: 3360 square feet
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0232
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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-03-07-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/09/2023
Date Tested: 03/07/2023
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 1703 g/cc
Count or Density 1 647 g/cc
Count or Density 2 809 g/cc
Count or Density 3 715 g/cc
Standard Count Moisture 668 g/cc
Moisture Count 1 166 g/cc
Moisture Count 2 160 g/cc
Moisture Count 3 179 g/cc
Sum of Count or Density 2171.00 g/cc
Average of Count or Density 723.67 g/cc
Sum of Moisture Count 505.00 g/cc
Average of Moisture Count 168.33 g/cc
Calculated Percent Relative Compaction 97.7 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2023-03-07-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/09/2023
Date Tested: 03/07/2023
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 2.14
Highest adjust wet density 2.19
Relative compaction 98
% Moisture 12.0 %
Optimum Moisture 13.5 %