Project Information

Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 QA Service Level: 1

DIST-CO-RTE-PM: 09-INY-395-91.6/100.8

Work Description: CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.

Location Description: INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168

Contractor Name: ROAD AND HIGHWAY BUILDERS, LLC.

Contractor Address: P.O. Box 70846, Reno, N V, 89570

Resident Engineer: Adam Zumstein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-12-28

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: 09/12/2025

Date that the sample was received by the laboratory/organization performing the testing: 09/12/2025

The quantity of what the sample constitutes: 2000 Tons

A brief description of the sample: Imported Borrow

From where was the sample collected: Job Site

Laboratory sample identification: IB-01

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: RHB Hwy 6 PIT

Material Information

Source Identification (SMARA, name of Pit or Job Site): 00-00-0000

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: Stockpile on Job Site

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: 2025-09-12-28-1

Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer

Verified Date: 09/17/2025

Date Tested: 09/15/2025

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: IB-01

Test Result Compliance: complies

Additional Comments When Verified:

How will the R value be determined?	By stabilometer
As Received Gradation, Percent Passing 3 in. sieve	100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve	100 %
As Received Gradation, Percent Passing 2 in. sieve	100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve	100 %
As Received Gradation, Percent Passing 1 in. sieve	100 %
As Received Gradation, Percent Passing 3/4 in. sieve	100 %
As Received Gradation, Percent Passing 1/2 in. sieve	100 %
As Received Gradation, Percent Passing 3/8 in. sieve	100 %
As Received Gradation, Percent Passing #4 sieve	93 %
As Received Gradation, Percent Passing #8 sieve	81 %
As Received Gradation, Percent Passing #16 sieve	66 %
As Received Gradation, Percent Passing #30 sieve	52 %
As Received Gradation, Percent Passing #50 sieve	36 %
As Received Gradation, Percent Passing #100 sieve	23 %
As Received Gradation, Percent Passing #200 sieve	13 %
As Used Gradation, Percent Passing 3 in. sieve	no data
As Used Gradation, Percent Passing 2 1/2 in. sieve	no data
As Used Gradation, Percent Passing 2 in. sieve	no data
As Used Gradation, Percent Passing 1 1/2 in. sieve	no data
As Used Gradation, Percent Passing 1 in. sieve	100 %
As Used Gradation, Percent Passing 3/4 in. sieve	100 %
As Used Gradation, Percent Passing 1/2 in. sieve	100 %
As Used Gradation, Percent Passing 3/8 in. sieve	100 %
As Used Gradation, Percent Passing #4 sieve	93 %
As Used Gradation, Percent Passing #8 sieve	81 %
As Used Gradation, Percent Passing #16 sieve	66 %
As Used Gradation, Percent Passing #30 sieve	52 %
As Used Gradation, Percent Passing #50 sieve	36 %
As Used Gradation, Percent Passing #100 sieve	23 %
As Used Gradation, Percent Passing #200 sieve	13 %
R value	77

Test 2 of 2

DIME Test ID: 2025-09-12-28-2

Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)