Project Information

Project ID: 995173 MINOR: 06A2922 QA Service Level: 1

DIST-CO-RTE-PM: 06-KER-178-R40.6

Work Description: Cold plane AC pavement and place HMA (Type A)

Location Description: Construction in Kern County at Bodfish Maintenance Station

Contractor Name: Garcia Paving Incorporated

Contractor Address: 6713 West Rialto Avenue, Fresno, CA 93723

Resident Engineer: Samuel Garcia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-10-9

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: 10/10/2023

Date that the sample was received by the laboratory/organization performing the testing: 10/10/2023

The quantity of what the sample constitutes: 750 Tons

A brief description of the sample: HMA type A

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Solari

Material Information

HMA Type: Type A HMA

HMA Grading: 3/4 inch

Lot number: 1

Sublot number: 1

HMA Mix Number: 1468

Test Results

Test 1 of 2

DIME Test ID: 2023-10-10-9-1

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: 10/10/2023

Date Tested: 10/10/2023

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: L1SL1

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	3946.8 g
Mass of the specimen and specimen basket assembly prior to ignition	5967.4 g
Mass of HMA Sample prior to ignition	2020.6 g
Corrected Asphalt Binder Content	4.56 %
Mass Loss	100.5 g
Mass of aggregate remaining after ignition	1920.1 g
Correction Factor (Percent by mass of HMA Specimen)	0.41 %
Moisture Content	0.00 %
Temperature Compensation Factor	0.00 %
Test Temperature	538 F

Test 2 of 2

DIME Test ID: 2023-10-10-9-2

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: 10/16/2023

Date Tested: 10/16/2023