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Sample Record for 2025-01-15-27

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Project Information

Project ID: 995085 DEA: 07322904 EFIS: 0716000059 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-27-0.0/18.6
Work Description: REMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Ravin Maru Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-01-15-27
TL Number from the TL Form: C 003446
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Quality Assurance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2025
The quantity of what the sample constitutes: 15 Tons
A brief description of the sample: Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 003B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Co.-Sun Valley

Material Information

RAP Source: Vulcan Sun Valley Stockpile
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-01-15-27-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 03/11/2025
Date Tested: 01/16/2025
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
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 99 %
Cumulative percent passing the 3/8 in. sieve 97 %
Cumulative percent passing the #4 sieve 73 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 21 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9 %