Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-223-1.8/10.4
Work Description: FULL DEPTH RECYCLE AND V-DITCHES.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
Contractor Name: Granite Construction Co. (Miguel Duran)
Contractor Address: 3005 JAMES ROAD, BAKERSFIELD CA 93308
Resident Engineer: Samuel Garcia Structure Rep.: None None
DIME Sample ID: 2026-07-28-25
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: 07/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2026
The quantity of what the sample constitutes: L2SL2
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 2
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: san Joaquin refinery
RAP content (%): 0
WMA Additives: Yes
Antistrip type: Lime
DIME Test ID: 2026-07-28-25-1
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: 07/28/2026
Date Tested: 07/28/2026
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?
|
Method A
|
|
Mass of the specimen basket assembly
|
4251.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5844.1 g
|
|
Corrected Asphalt Binder Content
|
7.29 %
|
|
Mass of HMA Sample prior to ignition
|
1592.2 g
|
|
Mass Loss
|
116 g
|
|
Mass of aggregate remaining after ignition
|
1476.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-07-28-25-2
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: 07/29/2026
Date Tested: 07/29/2026
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
|
2.318
|
|
Bulk Specific Gravity 2
|
2.307
|
|
Bulk Specific Gravity 3
|
2.32
|
|
Average Bulk Specific Gravity
|
2.315
|
