Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-R29.4/33.1
Work Description: COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
DIME Sample ID: 2025-08-18-30
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: 08/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2025
The quantity of what the sample constitutes: L1SL7
A brief description of the sample: 3/4" HMA (Type A) with 15% rap
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 7
HMA Mix Number: 24J013
Binder content (%): 4.7
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: San Juaquin Refinery
RAP content (%): 15
WMA Additives:
Antistrip type: 1.0% Lime
DIME Test ID: 2025-08-18-30-1
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: 08/19/2025
Date Tested: 08/19/2025
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
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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
|
7328.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2515.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8873.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.592
|
|
Theoretical maximum density at 25°C (77°F)
|
2584 kg/m^3
|
DIME Test ID: 2025-08-18-30-2
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: 08/19/2025
Date Tested: 08/19/2025
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
|
3964.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6040.4 g
|
|
Mass of HMA Sample prior to ignition
|
2075.6 g
|
|
Corrected Asphalt Binder Content
|
4.66 %
|
|
Mass Loss
|
105.8 g
|
|
Mass of aggregate remaining after ignition
|
1969.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.44 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2025-08-18-30-3
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: 08/19/2025
Date Tested: 08/19/2025
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
|
2.418
|
|
Bulk Specific Gravity 2
|
2.427
|
|
Average Bulk Specific Gravity
|
2.423
|
