Project Information

Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 QA Service Level: 1

DIST-CO-RTE-PM: 09-INY-168,395-17.6/18.3,114.9/117.8

Work Description: HMA (TYPE A), MINOR CONCRETE, AND LIGHTING.

Location Description: INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395

Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.

Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210

Resident Engineer: John Gentry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-11-04-14

TL Number from the TL Form:

Sample Submitted By Organization: CT D09 - Bishop Field Laboratory

Sample Organization Contact: (760) 872-5211

Type of Sample: Acceptance

Type of Material: Aggregate

Sample Taken Date: 11/04/2025

Date that the sample was received by the laboratory/organization performing the testing: 11/04/2025

The quantity of what the sample constitutes: 1 bag RAP

A brief description of the sample: 3/8" RAP

From where was the sample collected: Supplier

Laboratory sample identification: CF-01

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop

Material Information

Source Identification (SMARA, name of Pit or Job Site): Granite 5 Bridges

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: RAP 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:

Sublot number:

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2025-11-04-14-2

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

Verified Date: 11/07/2025

Date Tested: 11/05/2025

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: CF-04

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	92 %
Cumulative percent passing the 1/2 in. sieve	78 %
Cumulative percent passing the 3/8 in. sieve	69 %
Cumulative percent passing the #4 sieve	51 %
Cumulative percent passing the #8 sieve	35 %
Cumulative percent passing the #16 sieve	25 %
Cumulative percent passing the #30 sieve	18 %
Cumulative percent passing the #50 sieve	12 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	3 %

Test 2 of 2

DIME Test ID: 2025-11-04-14-3

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)