Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001475 DEA: 061G4704 EFIS: 0623000232
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-19.8/20.2
Work Description: Remove and replace 0.25' thick of existing AC pavement and replace with 0.25' thick of HMA (Type A). Pavement delineation and traffic control will also be part of this contract.
Location Description: Kern county on both EB and WB land and left turn pocket along SR 119 from PM 19.8 and PM 20.2.
Contractor Name: Nagle Earthworks (Beverly Westervelt)
Contractor Address: 831 Espee Street, Bakersfield, CA 93301
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown
DIME Sample ID: 2025-08-26-9
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: 08/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2025
The quantity of what the sample constitutes: L1SL1
A brief description of the sample: 3/4" HMA type A w 25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Binder content (%): 4.4
Virgin binder PG: PG 64-16
Design binder PG: PG 70-10
Binder Supplier: san Joaquin refinery
RAP content (%): 25
WMA Additives:
Antistrip type: LIme 0.8%
DIME Test ID: 2025-08-26-9-1
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: 08/26/2025
Date Tested: 08/26/2025
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:
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Number of Samples
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1
|
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
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Air
|
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Method Performed
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Mechanical Agitation - Method A
|
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Mass of container filled with water 1
|
7328.1 grams
|
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Mass of oven-dry sample in air for Sample 1
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2548.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8885.2 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.571
|
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Theoretical maximum density at 25°C (77°F)
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2564 kg/m^3
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DIME Test ID: 2025-08-26-9-2
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: 08/26/2025
Date Tested: 08/26/2025
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?
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Fahrenheit
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|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
4356.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6369.7 g
|
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Mass of HMA Sample prior to ignition
|
2013.1 g
|
|
Corrected Asphalt Binder Content
|
4.29 %
|
|
Mass Loss
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90.8 g
|
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Mass of aggregate remaining after ignition
|
1922.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.22 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2025-08-26-9-3
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: 08/28/2025
Date Tested: 08/28/2025
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: 1B and 1C low compaction
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.383
|
|
Bulk Specific Gravity 2
|
2.324
|
|
Bulk Specific Gravity 3
|
2.335
|
|
Average Bulk Specific Gravity
|
2.347
|
