Project Information

Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 QA Service Level: 1

DIST-CO-RTE-PM: 04-ALA-680-12.4/21.9

Work Description: REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES

Location Description: ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE

Contractor Name: SECURITY PAVING COMPANY, INC.

Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361

Resident Engineer: Eddie Dike Structure Rep.: Betty Geng

Sample Information

DIME Sample ID: 2023-02-18-3

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: 02/18/2023

Date that the sample was received by the laboratory/organization performing the testing: 02/18/2023

The quantity of what the sample constitutes: 1,400 Tons

A brief description of the sample: 3/4-inch Virgin Aggregate

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Martin Mariatta Sunol Plant

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: Martin Marietta Sunol Plant

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

Primary Aggregate Nominal Size: 3/4 inch

The concrete mix design number:

Lot number: 2

Sublot number: 1

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-02-18-3-1

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

Verified Date: 02/27/2023

Date Tested: 02/20/2023

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: Lot 2 Sublot 1

Test Result Compliance: complies

Additional Comments When Verified:

What type of gradation is being tested?	HMA Gradation
Cumulative percent passing the 2 in. sieve	no data
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	99 %
Cumulative percent passing the 1/2 in. sieve	86 %
Cumulative percent passing the 3/8 in. sieve	75 %
Cumulative percent passing the #4 sieve	48 %
Cumulative percent passing the #8 sieve	27 %
Cumulative percent passing the #16 sieve	19 %
Cumulative percent passing the #30 sieve	13 %
Cumulative percent passing the #50 sieve	10 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	4.1 %

Test 2 of 2

DIME Test ID: 2023-02-18-3-2

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)