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Sample Record for 2024-05-21-6

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

Project Information

Project ID: 1000008 DEA: 061F8404 EFIS: 0623000102 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-33-R60.2/73.7
Work Description: COLD PLANE WITH HOT MIX ASPHALT AND RUBBERIZED HOT MIX ASPHALT.
Location Description: KERN COUNTY FROM ROUTE 46 TO KINGS COUNTY LINE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE;, ARROYO GRANDE CA 93420
Resident Engineer: Jake Garcia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-21-6
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: 05/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2024
The quantity of what the sample constitutes: 10 box HMA
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific - Avenal

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 3
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-05-21-6-1
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: 05/21/2024
Date Tested: 05/21/2024
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 4345.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6555.1 g
Mass of HMA Sample prior to ignition 2210 g
Corrected Asphalt Binder Content 4.84 %
Mass Loss 128.4 g
Mass of aggregate remaining after ignition 2081.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.97 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 2

DIME Test ID: 2024-05-21-6-2
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: 05/21/2024
Date Tested: 05/21/2024
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:
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 7326.7 grams
Mass of oven-dry sample in air for Sample 1 2636 grams
Mass of container filled with the sample and water for Sample 1 8888.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.454
Theoretical maximum density at 25°C (77°F) 2447 kg/m^3