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Sample Record for 2026-07-27-70

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

Project Information

Project ID: 1002453 DEA: 09431604 EFIS: 0926000029 MINOR: 09A1116 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY--unknown
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN INYO COUNTY IN THE CITY OF BISHOP ON WYE ROAD FROM ROUTE 395 TO ROUTE 6
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Malissa Reynolds Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-07-27-70
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A-SP PG70-10 R15
From where was the sample collected: Job Site
Laboratory sample identification: HMA-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-07-27-70-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/06/2026
Date Tested: 07/29/2026
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-01
Test Result Compliance: complies
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 7306.4 grams
Mass of oven-dry sample in air for Sample 1 2067 grams
Mass of container filled with the sample and water for Sample 1 8531.9 grams
Temperature of Water 77.5 °F
Specific Gravity for Sample 1 2.456
Theoretical maximum density at 25°C (77°F) 152.9 lb/ft^3

Test

DIME Test ID: 2026-07-27-70-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/06/2026
Date Tested: 07/30/2026
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA 01 PP Gradation. Gradation Fails. Out of Spec on the #4 & #8 Screens
Test Result Compliance: does not comply
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) -0.4 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -1.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -1.2 %
Aggregate correction factor for the #4 sieve (% passing) -2.1 %
Aggregate correction factor for the #8 sieve (% passing) -1.7 %
Aggregate correction factor for the #16 sieve (% passing) -1.7 %
Aggregate correction factor for the #30 sieve (% passing) -1.8 %
Aggregate correction factor for the #50 sieve (% passing) -1.6 %
Aggregate correction factor for the #100 sieve (% passing) -1.3 %
Aggregate correction factor for the #200 sieve (% passing) -1.1 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 97 %
Cumulative percent passing the 1/2 in. sieve 87 %
Cumulative percent passing the 3/8 in. sieve 81 %
Cumulative percent passing the #4 sieve 64 %
Cumulative percent passing the #8 sieve 47 %
Cumulative percent passing the #16 sieve 34 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.1 %

Test

DIME Test ID: 2026-07-27-70-3
Test Method: AASHTO T308-25: 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: 08/06/2026
Date Tested: 07/29/2026
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-01
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 4251.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6418.1 g
Corrected Asphalt Binder Content 4.99 %
Mass of HMA Sample prior to ignition 2166.8 g
Mass Loss 114.1 g
Mass of aggregate remaining after ignition 2052.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.28 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C