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: 2024-04-12-14

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: 04/12/2024

Date that the sample was received by the laboratory/organization performing the testing: 04/12/2024

The quantity of what the sample constitutes: L7SL8

A brief description of the sample: 3/4 HMA-A PG70-10

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: Martin Mariatta

Material Information

HMA Type: Type A HMA

HMA Grading: 3/4 inch

Lot number: 7

Sublot number: 8

HMA Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-04-12-14-1

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: 04/15/2024

Date Tested: 04/15/2024

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:

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	2917.9 g
Mass of the specimen and specimen basket assembly prior to ignition	4930.9 g
Mass of HMA Sample prior to ignition	2013.0 g
Corrected Asphalt Binder Content	4.68 %
Mass Loss	106.7 g
Mass of aggregate remaining after ignition	1906.3 g
Correction Factor (Percent by mass of HMA Specimen)	0.47 %
Moisture Content	0.00 %
Temperature Compensation Factor	0.15 %
Test Temperature	538 F

Test 2 of 2

DIME Test ID: 2024-04-12-14-2

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: 04/16/2024