Summary for Test 2023-07-31-28-1

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date07/31/2023 Sample Unique Key28
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/31/2023
Sample typeQuality Assurance A brief description of the sampleAB #35
The quantity of what the sample constitutes70,054CY From where was the sample collectedJob Site
First name of sampler or witnessed byjerid Last name of sampler or witnessed byKupelian
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Fisher Sand and Gravel at Fall Road Pit
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 collectedSampled in windrow at NL station 274
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2023-07-31-28
DIME Test ID: 2023-07-31-28-1
Testing Lab: CT D09 - Bishop Field Laboratory
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
Test Release Date: 2023-08-08

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/04/2023
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: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 77 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 54 %
As Received Gradation, Percent Passing #8 sieve: 42 %
As Received Gradation, Percent Passing #16 sieve: 34 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 20 %
As Received Gradation, Percent Passing #100 sieve: 14 %
As Received Gradation, Percent Passing #200 sieve: 8.4 %
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 59 %
As Used Gradation, Percent Passing #8 sieve: 46 %
As Used Gradation, Percent Passing #16 sieve: 37 %
As Used Gradation, Percent Passing #30 sieve: 29 %
As Used Gradation, Percent Passing #50 sieve: 22 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 9.1 %
R value: 83
General comments (publicly viewable) (Max 1000 characters): Sampled in windrow at NL station 274+50 Sampled at 70,054CY 70K/72K sample 1 bag to ship for R Value

Test was verified on 8/8/2023