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: 2026-08-20-26
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: 08/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2026
The quantity of what the sample constitutes: 3/4" HMA- Type A 15% RAP L1SL3
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: 3
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: 2026-08-20-26-1
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: 08/21/2026
Date Tested: 08/21/2026
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
|
|
Mass of the specimen basket assembly
|
4375 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6522.9 g
|
|
Corrected Asphalt Binder Content
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4.9 %
|
|
Mass of HMA Sample prior to ignition
|
2147.9 g
|
|
Mass Loss
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116 g
|
|
Mass of aggregate remaining after ignition
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2031.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.5 %
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|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 F
|
DIME Test ID: 2026-08-20-26-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/24/2026
Date Tested: 08/24/2026
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?
|
Yes
|
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Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.1 %
|
|
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 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
79 %
|
|
Cumulative percent passing the #4 sieve
|
53 %
|
|
Cumulative percent passing the #8 sieve
|
36 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
16 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|
