Project Information

Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304 QA Service Level: 1

DIST-CO-RTE-PM: 06-KIN-41-28.4/R40.1

Work Description: COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.

Location Description: KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION

Contractor Name: GRANITE CONSTRUCTION COMPANY

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

Resident Engineer: Oscar Sherrill Structure Rep.: Martin Garcia

Sample Information

DIME Sample ID: 2024-07-12-25

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: 07/12/2024

Date that the sample was received by the laboratory/organization performing the testing: 07/12/2024

The quantity of what the sample constitutes: 420 tons

A brief description of the sample: 3/4 Hma CF

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Colinga

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: Coldfeed Chute

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: 1

Sublot number: 15

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-07-12-25-1

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

Verified Date: 07/15/2024

Date Tested: 07/12/2024

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 1 1/2 in. sieve	100 %
Cumulative percent passing the 1 in. sieve	100 %
Cumulative percent passing the 3/4 in. sieve	97 %
Cumulative percent passing the 1/2 in. sieve	86 %
Cumulative percent passing the 3/8 in. sieve	78 %
Cumulative percent passing the #4 sieve	54 %
Cumulative percent passing the #8 sieve	37 %
Cumulative percent passing the #16 sieve	24 %
Cumulative percent passing the #30 sieve	16 %
Cumulative percent passing the #50 sieve	10 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	3 %

Test 2 of 2

DIME Test ID: 2024-07-12-25-2

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)