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Sample Record for 2022-10-26-25

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Project Information

Project ID: 993316 DEA: 07325304 EFIS: 0716000083 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R1.5/R10.2
Work Description: CONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Arturo Lao Structure Rep.: George Boules

Sample Information

DIME Sample ID: 2022-10-26-25
TL Number from the TL Form: C006622
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2022
The quantity of what the sample constitutes: 180 Tons
A brief description of the sample: Reclaimed Asphalt Pavement
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale

Material Information

RAP Source: Hot Plant Stockpile
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2022-10-26-25-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/17/2022
Date Tested: 11/05/2022
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:
Is an aggregate correction factor used? No
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 100 %
Cumulative percent passing the 3/8 in. sieve 97 %
Cumulative percent passing the #4 sieve 78 %
Cumulative percent passing the #8 sieve 60 %
Cumulative percent passing the #16 sieve 48 %
Cumulative percent passing the #30 sieve 36 %
Cumulative percent passing the #50 sieve 25 %
Cumulative percent passing the #100 sieve 19 %
Cumulative percent passing the #200 sieve 10.0 %

Test 2 of 2

DIME Test ID: 2022-10-26-25-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 11/17/2022
Date Tested: 11/05/2022
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:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.30 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data