Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213496 DEA: 060U0804 EFIS: 0615000209
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-21.0/31.0
Work Description: PANEL REPLACEMENT, COLD PLANE, HMA AND RHMA PAVING, AND MGS.
Location Description: FRESNO COUNTY ABOUT 14 MILES NORTHWEST OF HURON FROM TUOLUMNE AVENUE OVERCROSSING TO 1.0 MILE NORTH OF ROUTE 5/33 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Din Dadawalla Structure Rep.: Unknown
DIME Sample ID: 2019-05-29-37
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Millbrook construction office Granite Construction
RAP Source: belt at plant
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-05-29-37-1
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 12/17/2019
Date Tested: 07/23/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Translab Internal lab id: 019-016
Sample: RAP (Dispute Resolution)
AASHTO T-164
Test Result Compliance:
Additional Comments When Verified:
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Mass of test portion
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1043.2 g
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Mass of water in test portion
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no data0 g
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Mass of extracted mineral aggregate
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992.8 g
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Mass of mineral matter in extract
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no data0 g
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Corrected Asphalt Binder Content
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4.83 %
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