Project Information

Project ID: 214395 DEA: 103A7204 EFIS: 1013000259 QA Service Level: 1

DIST-CO-RTE-PM: 10-MER-99-20.1/24.3

Work Description: PLACE CRCP AND HMA.

Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD

Contractor Name: Bay Cities Paving & Grading

Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520

Resident Engineer: Muhammad Rahman Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2022-01-04-19

TL Number from the TL Form: C039354

Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory

Sample Organization Contact: (209) 948-7567

Type of Sample: Quality Assurance

Type of Material: Hot Mix Asphalt

Sample Taken Date: 01/04/2022

Date that the sample was received by the laboratory/organization performing the testing: 01/07/2022

The quantity of what the sample constitutes: 7 Boxes

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

From where was the sample collected: Manufacturer

Laboratory sample identification: 22-H-001

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Santa Fe Aggregate Winton

Material Information

HMA Type: Type A HMA

HMA Grading: 3/4 inch

Lot number:

Sublot number:

HMA Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2022-01-04-19-3

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: 04/19/2023

Date Tested: 01/11/2022

Submitted By Organization: CT D10 - District 10 Materials Laboratory

Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,

Organization City: Stockton

Organization State: CA

Organization Zipcode: 95205

Organization Email: mandeep.dhesi@dot.ca.gov

Organization Phone: (209) 948-7567

General Comments for this Test:

Test Result Compliance:

Additional Comments When Verified:

What temperature unit is used?	Fahrenheit
Test procedure used?	no data
Mass of HMA Sample prior to ignition	no data
Corrected Asphalt Binder Content	4.94 %
Mass Loss	no data
Correction Factor (Percent by mass of HMA Specimen)	0.16 %
Moisture Content	no data
Temperature Compensation Factor	no data
Test Temperature	no data

Test 2 of 2

DIME Test ID: 2022-01-04-19-4

Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)