Project Information

Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 QA Service Level: 1

DIST-CO-RTE-PM: 11-SD-805-23.7/28.5

Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.

Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION

Contractor Name: HAZARD CONSTRUCTION ENGR, LLC

Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040

Resident Engineer: Karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-01-15-5

TL Number from the TL Form:

Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory

Sample Organization Contact: (858) 518-8709

Type of Sample: Quality Assurance

Type of Material: Hot Mix Asphalt

Sample Taken Date: 01/15/2026

Date that the sample was received by the laboratory/organization performing the testing: 01/15/2026

The quantity of what the sample constitutes: 2 boxes

A brief description of the sample: Normal Production

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA

HMA Grading: 1/2 inch

Lot number:

Sublot number:

HMA Mix Number: 320200 Otay Val

Binder content (%): 4.9

Virgin binder PG: PG58-16

Design binder PG: PG 64-16

Binder Supplier: Valero

RAP content (%): 22

WMA Additives: No

Antistrip type: None

Test Results

Test 1 of 2

DIME Test ID: 2026-01-15-5-1

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: 01/27/2026

Date Tested: 01/22/2026

Submitted By Organization: CT D11 - District 11 Materials Laboratory

Organization Address: 4050 Taylor Street,

Organization City: San Diego

Organization State: CA

Organization Zipcode: 92110

Organization Email: benjamin.haney@dot.ca.gov

Organization Phone: (858) 688-1595

General Comments for this Test: 5.50%>4.9+-0.5 does not comply.

Test Result Compliance: does not comply

Additional Comments When Verified:

What temperature unit is used?	Celsius
Test procedure used?	Method A
Mass of the specimen basket assembly	4035.1 g
Mass of the specimen and specimen basket assembly prior to ignition	5596.2 g
Mass of HMA Sample prior to ignition	1561.1 g
Corrected Asphalt Binder Content	5.5 %
Mass Loss	93.4 g
Mass of aggregate remaining after ignition	1467.7 g
Correction Factor (Percent by mass of HMA Specimen)	0.48 %
Moisture Content	no data0 %
Temperature Compensation Factor	no data0 %
Test Temperature	538 C

Test 2 of 2

DIME Test ID: 2026-01-15-5-2

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