Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1

DIST-CO-RTE-PM: 09-INY-395-29.9/41.8

Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.

Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE

Contractor Name: FISHER SAND & GRAVEL CO.

Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284

Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes

Sample Information

DIME Sample ID: 2024-04-24-28

TL Number from the TL Form:

Sample Submitted By Organization: CT D09 - Bishop Field Laboratory

Sample Organization Contact: (760) 872-5211

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 04/24/2024

Date that the sample was received by the laboratory/organization performing the testing: 04/23/2024

The quantity of what the sample constitutes: 2000 cy

A brief description of the sample: Class II AB #74 - SL windrow at station 1586+98

From where was the sample collected: Job Site

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Fisher Sand and Gravel

Material Information

Source Identification (SMARA, name of Pit or Job Site): Jobsite

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: 3/4 inch

The concrete mix design number:

Lot number:

Sublot number:

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-04-24-28-1

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: 05/03/2024

Date Tested: 04/26/2024

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: 4/24/24 Class 2 Base, AB #74 Location: SL windrow at station 1586+98 Shipping: 1 Bag Testing Request: R VALUE

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	no data
As Received Gradation, Percent Passing 2 1/2 in. sieve	no data
As Received Gradation, Percent Passing 2 in. sieve	no data
As Received Gradation, Percent Passing 1 1/2 in. sieve	no data
As Received Gradation, Percent Passing 1 in. sieve	100 %
As Received Gradation, Percent Passing 3/4 in. sieve	95 %
As Received Gradation, Percent Passing 1/2 in. sieve	81 %
As Received Gradation, Percent Passing 3/8 in. sieve	71 %
As Received Gradation, Percent Passing #4 sieve	56 %
As Received Gradation, Percent Passing #8 sieve	45 %
As Received Gradation, Percent Passing #16 sieve	37 %
As Received Gradation, Percent Passing #30 sieve	30 %
As Received Gradation, Percent Passing #50 sieve	22 %
As Received Gradation, Percent Passing #100 sieve	14 %
As Received Gradation, Percent Passing #200 sieve	8.7 %
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	85 %
As Used Gradation, Percent Passing 3/8 in. sieve	75 %
As Used Gradation, Percent Passing #4 sieve	59 %
As Used Gradation, Percent Passing #8 sieve	47 %
As Used Gradation, Percent Passing #16 sieve	39 %
As Used Gradation, Percent Passing #30 sieve	32 %
As Used Gradation, Percent Passing #50 sieve	23 %
As Used Gradation, Percent Passing #100 sieve	15 %
As Used Gradation, Percent Passing #200 sieve	9.2 %
R value	86

Test 2 of 2

DIME Test ID: 2024-04-24-28-2

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)