Project Information

Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 QA Service Level: 1

DIST-CO-RTE-PM: 06-FRE-145-26.1/34/1, 2.0/8.0

Work Description: Cold plane asphalt concrete pavement and place RHMA.

Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13

Contractor Name: GRANITE CONSTRUCTION COMPANY

Contractor Address: 2716 S Granite Ct, Fresno, CA 93706

Resident Engineer: Han Ngo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-04-54

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 341-3953

Type of Sample: Department Acceptance

Type of Material: Aggregate

Sample Taken Date: 08/04/2023

Date that the sample was received by the laboratory/organization performing the testing: 08/04/2023

The quantity of what the sample constitutes: 750 Tons

A brief description of the sample: 1/2 HMA Cold Feed

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Coalinga HMA Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): Granite Coalinga

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: Conveyor Belt

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: 2

Sublot number: 24

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-08-04-54-1

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

Verified Date: 08/15/2023

Date Tested: 08/04/2023

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?	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	99 %
Cumulative percent passing the 3/8 in. sieve	82 %
Cumulative percent passing the #4 sieve	41 %
Cumulative percent passing the #8 sieve	23 %
Cumulative percent passing the #16 sieve	15 %
Cumulative percent passing the #30 sieve	11 %
Cumulative percent passing the #50 sieve	7 %
Cumulative percent passing the #100 sieve	4 %
Cumulative percent passing the #200 sieve	2.7 %

Test 2 of 2

DIME Test ID: 2023-08-04-54-2

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)