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Sample Record for 2023-04-15-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184,223-L0.0/L0.3,R15.7/R16.3
Work Description: CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-04-15-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2023
The quantity of what the sample constitutes: 10 boxes HMA type A , 4 bags of aggregate
A brief description of the sample: 3/4 HMA Type A PG 64-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 28
HMA Mix Number: GRF21G38
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-04-15-2-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/17/2023
Date Tested: 04/17/2023
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 tests 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 7328.4 grams
Mass of oven-dry sample in air for Sample 1 2694.5 grams
Mass of container filled with the sample and water for Sample 1 8977.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.577
Theoretical maximum density at 25°C (77°F) 2569.5 kg/m^3

Test 2 of 3

DIME Test ID: 2023-04-15-2-2
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: 04/17/2023
Date Tested: 04/17/2023
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: L1SL 28
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 3900.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6068 g
Mass of HMA Sample prior to ignition 2167.4 g
Corrected Asphalt Binder Content 4.61 %
Mass Loss 109.2 g
Mass of aggregate remaining after ignition 2058.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.43 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 3 of 3

DIME Test ID: 2023-04-15-2-3
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: 04/19/2023
Date Tested: 04/18/2023
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: Lot 1 SL 28 Core 28A= 95.5%, 28B = 94%. 28C = 92.5%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.408
Bulk Specific Gravity 2 2.368
Bulk Specific Gravity 3 2.329
Average Bulk Specific Gravity 2.368