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Sample Record for 2025-09-24-29

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Project Information

Project ID: 995193 DEA: 07356604 EFIS: 0719000026 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R10.2/20.2
Work Description: LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Jerome Arabe Structure Rep.: Tien Chu

Sample Information

DIME Sample ID: 2025-09-24-29
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: 09/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2025
The quantity of what the sample constitutes: 486 SY
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-3133
Structure unique identifier:
Structure name: NB 605 Rose Hills On-Ramp Gore Area
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: Class 2 aggregate base
The fabricator/manufacturer designation for the sample: Compactions 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: 2025-09-24-29-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/25/2025
Date Tested: 09/24/2025
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 8539 g/cc
Count or Density 1 9519 g/cc
Count or Density 2 9307 g/cc
Count or Density 3 10337 g/cc
Standard Count Moisture 19271 g/cc
Moisture Count 1 3484 g/cc
Moisture Count 2 3364 g/cc
Moisture Count 3 3164 g/cc
Sum of Count or Density 29163 g/cc
Average of Count or Density 9721 g/cc
Sum of Moisture Count 10012 g/cc
Average of Moisture Count 3337.33 g/cc
Calculated Percent Relative Compaction 95.1 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2025-09-24-29-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/25/2025
Date Tested: 09/24/2025
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 2.15
Highest adjust wet density 2.26
Relative compaction 95
% Moisture 7.5 %
Optimum Moisture 7.5 %