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: 2026-07-30-10
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: 07/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2026
The quantity of what the sample constitutes: L2SL11
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: RHMA-G
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 11
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: 2026-07-30-10-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/30/2026
Date Tested: 07/30/2026
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
|
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
|
1631.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8299.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.475
|
|
Theoretical maximum density at 25°C (77°F)
|
2468 kg/m^3
|
DIME Test ID: 2026-07-30-10-2
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: 07/30/2026
Date Tested: 07/30/2026
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: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4251.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5801.6 g
|
|
Corrected Asphalt Binder Content
|
6.81 %
|
|
Mass of HMA Sample prior to ignition
|
1550.2 g
|
|
Mass Loss
|
105.5 g
|
|
Mass of aggregate remaining after ignition
|
1444.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-07-30-10-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 07/30/2026
Date Tested: 07/30/2026
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:
DIME Test ID: 2026-07-30-10-4
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/30/2026
Date Tested: 07/30/2026
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?
|
Yes
|
|
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)
|
-0.3 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-2.7 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-1.6 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-1.2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.2 %
|
|
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
|
96 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
84 %
|
|
Cumulative percent passing the #4 sieve
|
29 %
|
|
Cumulative percent passing the #8 sieve
|
17 %
|
|
Cumulative percent passing the #16 sieve
|
13 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
5.3 %
|
DIME Test ID: 2026-07-30-10-5
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: 07/31/2026
Date Tested: 07/31/2026
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
|
2.327
|
|
Bulk Specific Gravity 2
|
2.312
|
|
Bulk Specific Gravity 3
|
2.303
|
|
Average Bulk Specific Gravity
|
2.314
|
