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Sample Record for 1900-04-25-6

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Project Information

Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.6/L4.1
Work Description: SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL.
Location Description: MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach St, Watsonville, CA 95076
Resident Engineer: Bertha Roman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 1900-04-25-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: 8057463562
Type of Sample: Quality Assurance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/25/1900
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: PSU
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Daniel Gingras HMA Inc.

Material Information

RAP Source: Daniel Gingras
Aggregate Size: Fine Fraction
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons): 10000
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 1900-04-25-6-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 95 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 70 %
Cumulative percent passing the #8 sieve 60 %
Cumulative percent passing the #16 sieve 50 %
Cumulative percent passing the #30 sieve 40 %
Cumulative percent passing the #50 sieve 30 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 9.5 %