Project Information

Project ID: 995254 DEA: 040P9204 EFIS: 0418000026 QA Service Level: 1

DIST-CO-RTE-PM: 04-ALA-680-6.4/6.6

Work Description: HMA AND RHMA SURFACING, DECK REPAIR, POLYESTER OVERLAY AND JOIN SEALS

Location Description: ALAMEDA COUNTY IN FREMONT FROM 0.1 MILE SOUTH OF MISSION SAN JOSE 680/238 SEPARATION TO 0.3 MILE NORTH OF MISSION SAN JOSE 680/238 SEPARATION

Contractor Name: MYERS & SONS CONSTRUCTION, LLC.

Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838

Resident Engineer: Scott Sowko Structure Rep.: Jordan Jarosz

Sample Information

DIME Sample ID: 2025-07-27-14

TL Number from the TL Form:

Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory

Sample Organization Contact: (510) 224-6127

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 07/27/2025

Date that the sample was received by the laboratory/organization performing the testing: 07/28/2025

The quantity of what the sample constitutes: 750 Tons

A brief description of the sample: 1/2"HMA w/25% RAP

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Martin Marietta

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-01-0011

The fabricator's/manufacturer's product name for the sample:

The fabricator/manufacturer designation for the sample:

The plant number:

A detailed description of where the material sample was collected: Plant Sampler

Where the material sample would have been placed if not sampled:

Primary Aggregate Nominal Size: 1/2 inch

The concrete mix design number:

Lot number:

Sublot number:

Aggregate Mix Number: 64S17524W1

Test Results

Test 1 of 2

DIME Test ID: 2025-07-27-14-1

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Verified Date: 08/01/2025

Date Tested: 07/31/2025

Submitted By Organization: CT D04 - Pleasanton Field Laboratory

Organization Address: 5675 B Gibratar Drive,

Organization City: Pleasanton

Organization State: CA

Organization Zipcode: 94588

Organization Email: dennis.yeung@dot.ca.gov

Organization Phone: (510) 224-6127

General Comments for this Test: Sample #1

Test Result Compliance: complies

Additional Comments When Verified:

What type of gradation is being tested?	Combined Gradation
Cumulative percent passing the 2 in. sieve	100 %
Cumulative percent passing the 1 1/2 in. sieve	100 %
Cumulative percent passing the 1 in. sieve	100 %
Cumulative percent passing the 3/4 in. sieve	100 %
Cumulative percent passing the 1/2 in. sieve	96 %
Cumulative percent passing the 3/8 in. sieve	87 %
Cumulative percent passing the #4 sieve	60 %
Cumulative percent passing the #8 sieve	37 %
Cumulative percent passing the #16 sieve	27 %
Cumulative percent passing the #30 sieve	18 %
Cumulative percent passing the #50 sieve	13 %
Cumulative percent passing the #100 sieve	8 %
Cumulative percent passing the #200 sieve	4.5 %

Test 2 of 2

DIME Test ID: 2025-07-27-14-2

Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)