Project Information

Project ID: 994330 DEA: 09366404 EFIS: 0916000006 QA Service Level: 1

DIST-CO-RTE-PM: 09-MNO-395-58.2/60.4

Work Description: HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.

Location Description: MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD

Contractor Name: GRANITE CONSTRUCTION COMPANY

Contractor Address: Unknown

Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-15-26

TL Number from the TL Form:

Sample Submitted By Organization: CT D09 - Bishop Field Laboratory

Sample Organization Contact: (760) 872-5211

Type of Sample: Department Acceptance

Type of Material: Aggregate

Sample Taken Date: 09/15/2023

Date that the sample was received by the laboratory/organization performing the testing: 09/18/2023

The quantity of what the sample constitutes: 1 Bag of Import Borrow

A brief description of the sample: Sand / gravel blend

From where was the sample collected: Job Site

Laboratory sample identification: Import - 01

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Lee Vining

Material Information

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

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: Windrow

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:

Sublot number:

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-09-15-26-1

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

Verified Date: 10/20/2023

Date Tested: 10/20/2023

Submitted By Organization: CT D09 - Bishop Field Laboratory

Organization Address: 500 South Main Street,

Organization City: Bishop

Organization State: CA

Organization Zipcode: 93514

Organization Email: chris.talbot@dot.ca.gov

Organization Phone: (760) 872-0794

General Comments for this Test: Import Borrow-01

Test Result Compliance:

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	91 %
Cumulative percent passing the #4 sieve	71 %
Cumulative percent passing the #8 sieve	56 %
Cumulative percent passing the #16 sieve	43 %
Cumulative percent passing the #30 sieve	31 %
Cumulative percent passing the #50 sieve	20 %
Cumulative percent passing the #100 sieve	13 %
Cumulative percent passing the #200 sieve	8 %

Test 2 of 2

DIME Test ID: 2023-09-15-26-2

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)