Project Information

Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 QA Service Level: 1

DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4

Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.

Location Description: IN FRESNO COUNTY AT TUMEY GULCH.

Contractor Name: Bruce Shumacher

Contractor Address: 2716 S Granite Ct, Fresno, CA 93706

Resident Engineer: Cary Cruz Structure Rep.: Ben Holton

Sample Information

DIME Sample ID: 2023-04-07-21

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 417-5341

Type of Sample: Quality Assurance

Type of Material: Hot Mix Asphalt

Sample Taken Date: 04/07/2023

Date that the sample was received by the laboratory/organization performing the testing: 04/07/2023

The quantity of what the sample constitutes: 750 Tons

A brief description of the sample: 3/4 HMA-A R25

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Colinga

Material Information

HMA Type: Type A HMA

HMA Grading: 3/4 inch

Lot number: 3

Sublot number: 4

HMA Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-04-07-21-1

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: 04/14/2023

Date Tested: 04/10/2023

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 3240 North Millbrook Avenue,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93726

Organization Email: tomas.silva@dot.ca.gov

Organization Phone: (559) 417-5341

General Comments for this Test:

Test Result Compliance: complies

Additional Comments When Verified:

What temperature unit is used?	Celsius
Test procedure used?	Method A
Mass of the specimen basket assembly	2894.0 g
Mass of the specimen and specimen basket assembly prior to ignition	4991.5 g
Mass of HMA Sample prior to ignition	2097.5 g
Corrected Asphalt Binder Content	4.71 %
Mass Loss	122.5 g
Mass of aggregate remaining after ignition	1975.0 g
Correction Factor (Percent by mass of HMA Specimen)	0.99 %
Moisture Content	0.00 %
Temperature Compensation Factor	0.14 %
Test Temperature	482 C

Test 2 of 2

DIME Test ID: 2023-04-07-21-2

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: 04/21/2023

Date Tested: 04/18/2023