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Sample Record for 2024-02-10-3

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

Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-02-10-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2024
The quantity of what the sample constitutes: L6SL1
A brief description of the sample: 3/4 HMA-A PG64-10
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name: NB TUL 99 N of Ave 264 Tagus
The fabricator/manufacturer/facility name: Porterville Asphalt & Rock PAI

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 6
Sublot number: 1
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 1

DIME Test ID: 2024-02-10-3-1
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: 02/12/2024
Date Tested: 02/12/2024
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: L6SL1
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 2915.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5112.6 g
Mass of HMA Sample prior to ignition 2197.4 g
Corrected Asphalt Binder Content 4.99 %
Mass Loss 120.3 g
Mass of aggregate remaining after ignition 2077.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 F