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Sample Record for 2023-04-19-78

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Project Information

Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2023-04-19-78
TL Number from the TL Form: C027838
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: Hot Mix Asphalt
Sample Taken Date: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/27/2023
The quantity of what the sample constitutes: 2 Boxes HMA, 2 Bags Agg, 1 bag of RAP, 2 cans of binder of
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Source
Laboratory sample identification: 023-024
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 3
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-04-19-78-1
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: 05/04/2023
Date Tested: 05/03/2023
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4193 g
Mass of the specimen and specimen basket assembly prior to ignition 6355.4 g
Mass of HMA Sample prior to ignition 2162.4 g
Corrected Asphalt Binder Content 3.9 %
Mass Loss 94.6 g
Mass of aggregate remaining after ignition 2067.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.31 %
Moisture Content no data0 %
Temperature Compensation Factor 0.16 %
Test Temperature 538 C