Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994976 DEA: 060X3304 EFIS: 0618000055
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-R0.0/4.4
Work Description: REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location Description: KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Kayode Arowosegbe Structure Rep.: Travis Landas
DIME Sample ID: 2024-06-24-43
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: 06/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2024
The quantity of what the sample constitutes: L1SL9 10 boxes HMA
A brief description of the sample: 19mm HMA A w 25percent rap
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: 2024-06-24-43-1
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: 06/25/2024
Date Tested: 06/25/2024
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:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7326.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2784.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9017.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.547
|
|
Theoretical maximum density at 25°C (77°F)
|
2540 kg/m^3
|
DIME Test ID: 2024-06-24-43-2
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: 06/25/2024
Date Tested: 06/25/2024
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:
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
|
3947.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6070.6 g
|
|
Mass of HMA Sample prior to ignition
|
2123.3 g
|
|
Corrected Asphalt Binder Content
|
4.86 %
|
|
Mass Loss
|
105.5 g
|
|
Mass of aggregate remaining after ignition
|
2017.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.11 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2024-06-24-43-3
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: 06/25/2024
Date Tested: 06/25/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.394
|
|
Bulk Specific Gravity 2
|
2.406
|
|
Bulk Specific Gravity 3
|
2.407
|
|
Average Bulk Specific Gravity
|
2.402
|
