Project Information

Project ID: 1000062 DEA: 061F8204 EFIS: 0623000100 QA Service Level: 1

DIST-CO-RTE-PM: 06-FRE-168-39.6/45.7

Work Description: COLD PLANE AC PVMT, HMA (TYPE A), PAINT TRAFFIC STRIPES.

Location Description: FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF CRESSMAN ROAD TO WARBLER ROAD

Contractor Name: AGEE CONSTRUCTION CORPORATION

Contractor Address: 1039 Hoblitt Avenue, Clovis, CA 93612

Resident Engineer: Jesse Carpenter Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-24-4

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 417-5341

Type of Sample: Acceptance

Type of Material: Aggregate

Sample Taken Date: 09/24/2024

Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024

The quantity of what the sample constitutes: 750-1500 Tons

A brief description of the sample: 3/8 Cold Feed

From where was the sample collected: Source

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: Conveyor Belt

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

Primary Aggregate Nominal Size: 3/8 inch

The concrete mix design number:

Lot number: 1

Sublot number: 3

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-09-24-4-1

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

Verified Date: 09/25/2024

Date Tested: 09/24/2024

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 3240 North Millbrook Avenue,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93726

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	100 %
Cumulative percent passing the 1/2 in. sieve	100 %
Cumulative percent passing the 3/8 in. sieve	91 %
Cumulative percent passing the #4 sieve	55 %
Cumulative percent passing the #8 sieve	39 %
Cumulative percent passing the #16 sieve	28 %
Cumulative percent passing the #30 sieve	21 %
Cumulative percent passing the #50 sieve	14 %
Cumulative percent passing the #100 sieve	8 %
Cumulative percent passing the #200 sieve	4.2 %

Test 2 of 2

DIME Test ID: 2024-09-24-4-2

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)