Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-28.2/31.3
Work Description: HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION
Contractor Name: Griffith Company (Austin Fitch)
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Albert Heredia
DIME Sample ID: 2026-09-29-22
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: 09/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2026
The quantity of what the sample constitutes: L1SL13
A brief description of the sample: 3/4" HMA- A 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: 13
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: san Joaquin refinery
RAP content (%): 15
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2026-09-29-22-1
Test Method: AASHTO T308-25: 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: 09/30/2026
Date Tested: 09/30/2026
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?
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Method A
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|
Mass of the specimen basket assembly
|
3983 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6300.2 g
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|
Corrected Asphalt Binder Content
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4.88 %
|
|
Mass of HMA Sample prior to ignition
|
2317.2 g
|
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Mass Loss
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124.6 g
|
|
Mass of aggregate remaining after ignition
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2192.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.5 %
|
|
Moisture Content
|
no data0 %
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|
Temperature Compensation Factor
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no data0 %
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|
Test Temperature
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538 F
|
DIME Test ID: 2026-09-29-22-2
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: 09/30/2026
Date Tested: 09/30/2026
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
|
7327 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2733 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8991.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.558
|
|
Theoretical maximum density at 25°C (77°F)
|
2551 kg/m^3
|
DIME Test ID: 2026-09-29-22-3
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/30/2026
Date Tested: 09/30/2026
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:
|
Is an aggregate correction factor used?
|
No
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
91 %
|
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Cumulative percent passing the 3/8 in. sieve
|
78 %
|
|
Cumulative percent passing the #4 sieve
|
52 %
|
|
Cumulative percent passing the #8 sieve
|
37 %
|
|
Cumulative percent passing the #16 sieve
|
26 %
|
|
Cumulative percent passing the #30 sieve
|
16 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
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Cumulative percent passing the #200 sieve
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4.1 %
|
DIME Test ID: 2026-09-29-22-4
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: 10/01/2026
Date Tested: 10/01/2026
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
|
2.382
|
|
Bulk Specific Gravity 2
|
2.385
|
|
Bulk Specific Gravity 3
|
2.431
|
|
Average Bulk Specific Gravity
|
2.399
|
