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Sample Record for 2023-06-01-80

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

Project Information

Project ID: 7840 DEA: 060H1004 EFIS: 0600020366 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-T25.5/R32.9
Work Description: REPAIR FAILED AREAS, OVERLAY ROADWAY, AND RECONSTRUCT MBGR.
Location Description: FRESNO COUNTY AT AND NEAR PRATHER FROM 0.1 MILE NORTH OF OAK CREEK ROAD TO 0.1 MILE NORTH OF SJ AND E ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: P.O. Box 520, Fowler, CA 93625
Resident Engineer: Mark Mengoni Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-01-80
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2023
The quantity of what the sample constitutes: HMA, Agg, RAP
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-0487
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
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: 2023-06-01-80-1
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: 06/21/2023
Date Tested: 06/08/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
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 3951.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5569.4 g
Mass of HMA Sample prior to ignition 1618 g
Corrected Asphalt Binder Content 7.39 %
Mass Loss 118.7 g
Mass of aggregate remaining after ignition 1499.3 g
Correction Factor (Percent by mass of HMA Specimen) -0.05 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2023-06-01-80-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/21/2023
Date Tested: 06/08/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 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 7309.2 grams
Mass of oven-dry sample in air for Sample 1 1594.8 grams
Mass of container filled with the sample and water for Sample 1 8250.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.439
Theoretical maximum density at 25°C (77°F) 151.8 lb/ft^3