Summary for Test 2025-09-12-28-1

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 1000682
DEA: 09379104
EFIS: 0919000005
DIST-CO-RTE-PM09-INY-395-91.6/100.8
Award Date02/20/2025
Closeout DateNot set
Work DescriptionCONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.
Location DescriptionINYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date09/12/2025 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 testing09/12/2025
Sample typeAcceptance A brief description of the sampleImported Borrow
The quantity of what the sample constitutes2000 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byColton Last name of sampler or witnessed byCarrington
Title of samplerTET Telephone number of sampler
Laboratory sample identificationIB-01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRHB Hwy 6 PIT Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate 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 collectedStockpile on Job Site
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-09-12-28
DIME Test ID: 2025-09-12-28-1
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: 2025-09-17

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 09/15/2025
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
General comments (publicly viewable) (Max 1000 characters): IB-01

Test was verified on 9/17/2025