Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias
DIME Sample ID: 2023-08-18-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: L3SL8- 10 RHMA-G
A brief description of the sample: 3/4 RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
DIME Test ID: 2023-08-18-15-1
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: 08/21/2023
Date Tested: 08/21/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L3SL8 8A= 91.6%, 8B= 94.1%, 8C= 92.2%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.232
|
Bulk Specific Gravity 2
|
2.294
|
Bulk Specific Gravity 3
|
2.247
|
Average Bulk Specific Gravity
|
2.258
|
DIME Test ID: 2023-08-18-15-2
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: 08/18/2023
Date Tested: 08/18/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L3SL8
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
|
3947.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5998.8 g
|
Mass of HMA Sample prior to ignition
|
2051.8 g
|
Corrected Asphalt Binder Content
|
7.90 %
|
Mass Loss
|
162.2 g
|
Mass of aggregate remaining after ignition
|
1889.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.01 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-08-18-15-3
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: 08/18/2023
Date Tested: 08/18/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L3SL8
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7328.4 grams
|
Mass of oven-dry sample in air for Sample 1
|
2597.9 grams
|
Mass of container filled with the sample and water for Sample 1
|
8860.3 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.437
|
Theoretical maximum density at 25°C (77°F)
|
2429.9 kg/m^3
|