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Sample Record for 2023-07-27-59

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

Project Information

Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-145-26.1/34/1, 2.0/8.0
Work Description: Cold plane asphalt concrete pavement and place RHMA.
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Han Ngo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-27-59
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 RHMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Colinga

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 7
HMA Mix Number: 22J027
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-07-27-59-1
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: 08/01/2023
Date Tested: 07/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 2907.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4516.6 g
Mass of HMA Sample prior to ignition 1609.3 g
Corrected Asphalt Binder Content 8.21 %
Mass Loss 145.7 g
Mass of aggregate remaining after ignition 1463.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.66 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2023-07-27-59-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/02/2023
Date Tested: 07/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7330.5 grams
Mass of oven-dry sample in air for Sample 1 1749 grams
Mass of container filled with the sample and water for Sample 1 8321.7 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.308
Theoretical maximum density at 25°C (77°F) 143.7 lb/ft^3