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Sample Record for 2024-05-06-3

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Project Information

Project ID: 995263 DEA: 061G3304 EFIS: 0624000029 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-118/138
Work Description: FRE 180 Emergency Slope Repairs.
Location Description:
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2024-05-06-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2024
The quantity of what the sample constitutes: 265 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: vulcan materials Ashlan

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 1
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): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-05-06-3-1
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: 05/08/2024
Date Tested: 05/06/2024
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2874.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4940.3 g
Mass of HMA Sample prior to ignition 2065.6 g
Corrected Asphalt Binder Content 4.6 %
Mass Loss 95.3 g
Mass of aggregate remaining after ignition 1970.3 g
Correction Factor (Percent by mass of HMA Specimen) -0.14 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2024-05-06-3-2
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: 05/08/2024
Date Tested: 05/07/2024
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 2874.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4940.3 g
Mass of HMA Sample prior to ignition 2065.6 g
Corrected Asphalt Binder Content 4.6 %
Mass Loss 95.3 g
Mass of aggregate remaining after ignition 1970.3 g
Correction Factor (Percent by mass of HMA Specimen) -0.14 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 F