Print Report | Back to Sample Detail

Sample Record for 2024-07-15-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-28.4/R40.1
Work Description: COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location Description: KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Oscar Sherrill Structure Rep.: Martin Garcia

Sample Information

DIME Sample ID: 2024-07-15-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2024
The quantity of what the sample constitutes: 1031 tons
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 19
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2024-07-15-2-1
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: 07/15/2024
Date Tested: 07/15/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2854 g
Mass of the specimen and specimen basket assembly prior to ignition 5074 g
Mass of HMA Sample prior to ignition 2220 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 138 g
Mass of aggregate remaining after ignition 2082 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C