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: 2024-10-07-28

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Visalia Field Laboratory

Sample Organization Contact: (559) 974-1304

Type of Sample: Quality Assurance

Type of Material: Hot Mix Asphalt

Sample Taken Date: 10/07/2024

Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024

The quantity of what the sample constitutes: 10 Boxes 4 Bags 2 Cans

A brief description of the sample: 3/4 RHMA-G

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Martin Marietta - Visalia

Material Information

HMA Type: RHMA-G

HMA Grading: 3/4 inch

Lot number: 9

Sublot number: 3

HMA Mix Number:

Binder content (%):

Virgin binder PG:

Design binder PG:

Binder Supplier:

RAP content (%):

WMA Additives:

Antistrip type:

Test Results

Test 1 of 2

DIME Test ID: 2024-10-07-28-1

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: 10/09/2024

Date Tested: 10/08/2024

Submitted By Organization: CT D06 - Visalia Field Laboratory

Organization Address: 8530 W Roosevelt Ave,

Organization City: Visalia

Organization State: CA

Organization Zipcode: 93291

Organization Email: paul.klinker@dot.ca.gov

Organization Phone: (559) 974-1304

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 HMA Sample prior to ignition	2028 g
Corrected Asphalt Binder Content	7.97 %
Mass Loss	163.4 g
Correction Factor (Percent by mass of HMA Specimen)	-0.05 %
Moisture Content	no data0 %
Temperature Compensation Factor	0.14 %
Test Temperature	538 C

Test 2 of 2

DIME Test ID: 2024-10-07-28-2

Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)