Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000682 DEA: 09379104 EFIS: 0919000005
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-91.6/100.8
Work Description: CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.
Location Description: INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168
Contractor Name: ROAD AND HIGHWAY BUILDERS, LLC.
Contractor Address: P.O. Box 70846, Reno, N V, 89570
Resident Engineer: Adam Zumstein Structure Rep.: Unknown
DIME Sample ID: 2025-08-11-5
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: 08/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2025
The quantity of what the sample constitutes: 4000T Air Void, 10,000T Hammberg Milestone
A brief description of the sample: HMA36
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RHB Plant Independence
DIME Test ID: 2025-08-11-5-1
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: 08/22/2025
Date Tested: 08/18/2025
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-36
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
|
7310.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2139.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8589.3 grams
|
|
Temperature of Water
|
77.1 °F
|
|
Specific Gravity for Sample 1
|
2.486
|
|
Theoretical maximum density at 25°C (77°F)
|
154.7 lb/ft^3
|
DIME Test ID: 2025-08-11-5-2
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: 08/22/2025
Date Tested: 08/18/2025
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-36
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
|
4277.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6508.5 g
|
|
Mass of HMA Sample prior to ignition
|
2231.2 g
|
|
Corrected Asphalt Binder Content
|
4.98 %
|
|
Mass Loss
|
119.7 g
|
|
Mass of aggregate remaining after ignition
|
2111.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.38 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-08-11-5-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/22/2025
Date Tested: 08/18/2025
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-36 PP Gradation
Test Result Compliance: complies
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)
|
0.5 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
1.8 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
2.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.2 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
2.1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
1.6 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.5 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.3 %
|
|
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
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
83 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
74 %
|
|
Cumulative percent passing the #4 sieve
|
43 %
|
|
Cumulative percent passing the #8 sieve
|
31 %
|
|
Cumulative percent passing the #16 sieve
|
23 %
|
|
Cumulative percent passing the #30 sieve
|
14 %
|
|
Cumulative percent passing the #50 sieve
|
10 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
5.9 %
|
DIME Test ID: 2025-08-11-5-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 08/22/2025
Date Tested: 08/18/2025
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-36
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.385
|
|
Bulk Specific Gravity 2
|
2.386
|
|
Bulk Specific Gravity 3
|
2.387
|
|
Average Bulk Specific Gravity
|
2.386
|
DIME Test ID: 2025-08-11-5-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/22/2025
Date Tested: 08/18/2025
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-36
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.1 %
|
|
Percent Air Voids 2
|
4 %
|
|
Percent Air Voids 3
|
4 %
|
|
Average Percent Air Voids
|
4 %
|
