Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
DIME Sample ID: 2023-09-27-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2023
The quantity of what the sample constitutes: 8 BOXES HMA
A brief description of the sample: 3/4" WMA-SP R25
From where was the sample collected: Job Site
Laboratory sample identification: HMA-R33
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel
DIME Test ID: 2023-09-27-20-1
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: 10/02/2023
Date Tested: 09/28/2023
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-R33
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
|
2572.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8853.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.498
|
Theoretical maximum density at 25°C (77°F)
|
155.5 lb/ft^3
|
DIME Test ID: 2023-09-27-20-2
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: 10/02/2023
Date Tested: 09/28/2023
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-R33
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.417
|
Bulk Specific Gravity 2
|
2.415
|
Bulk Specific Gravity 3
|
2.414
|
Average Bulk Specific Gravity
|
2.415
|
DIME Test ID: 2023-09-27-20-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/02/2023
Date Tested: 09/28/2023
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-R33
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.2 %
|
Percent Air Voids 2
|
3.3 %
|
Percent Air Voids 3
|
3.4 %
|
Percent Air Voids Average
|
3.3 %
|
DIME Test ID: 2023-09-27-20-4
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: 10/02/2023
Date Tested: 09/28/2023
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-R33
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
|
4250.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6827.0 g
|
Mass of HMA Sample prior to ignition
|
2576.9 g
|
Corrected Asphalt Binder Content
|
4.58 %
|
Mass Loss
|
122.5 g
|
Mass of aggregate remaining after ignition
|
2454.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.17 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|