Summary for Test 2023-07-19-3-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994399
DEA: 09378704
EFIS: 0919000001
DIST-CO-RTE-PM09-MNO-395-55.5/58.2
Award Date12/22/2022
Closeout Date12/22/2023
Work DescriptionPARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location DescriptionMONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
QA Service Level1 (Verified on 07/31/2023)

Sample Information

Sample Taken Date07/19/2023 Sample Unique Key3
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 testing07/19/2023
Sample typeAcceptance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutes1 bag of soil From where was the sample collectedJob Site
First name of sampler or witnessed byJeff Last name of sampler or witnessed byPuente
Title of sampler Telephone number of sampler
Laboratory sample identificationAB-01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedStation 128535 129500
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-07-19-3
DIME Test ID: 2023-07-19-3-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-07-19

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/19/2023
In-place wet density: 2.15
Highest adjust wet density: 2.3
% Moisture: 18.0 %
Optimum Moisture: 20.0 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): AB-1

Test was verified on 7/19/2023