Project Information

Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 QA Service Level: 1

DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6

Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.

Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING

Contractor Name: Security Paving Company, Inc.

Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361

Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang

Sample Information

DIME Sample ID: 2025-06-30-7

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 341-3953

Type of Sample: Acceptance

Type of Material: Aggregate

Sample Taken Date: 06/30/2025

Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025

The quantity of what the sample constitutes: Sampled @ 125T

A brief description of the sample: 3/4 cold feed and rap

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: vulcan materials

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-20-0016

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: Conveyer Belt

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: 6

Sublot number: 4

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2025-06-30-7-1

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

Verified Date: 07/01/2025

Date Tested: 07/01/2025

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 1352 W. Olive Ave,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93728

Organization Email: tomas.silva@dot.ca.gov

Organization Phone: (559) 417-5341

General Comments for this Test:

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	100 %
Cumulative percent passing the 1/2 in. sieve	88 %
Cumulative percent passing the 3/8 in. sieve	74 %
Cumulative percent passing the #4 sieve	51 %
Cumulative percent passing the #8 sieve	35 %
Cumulative percent passing the #16 sieve	24 %
Cumulative percent passing the #30 sieve	18 %
Cumulative percent passing the #50 sieve	13 %
Cumulative percent passing the #100 sieve	7 %
Cumulative percent passing the #200 sieve	4.1 %

Test 2 of 2

DIME Test ID: 2025-06-30-7-2

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)