Sample Record

DIME Sample ID 2025-05-19-18

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000369
DEA: 09378804
EFIS: 0919000002
DIST-CO-RTE-PM09-MNO-395-R9.8/R12.6
Award Date08/29/2024
Closeout DateNot set
Work DescriptionPLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL.
Location DescriptionMONO COUNTY NEAR TOM\\\\\\\\\\\\\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING
QA Service Level1 (Verified on 09/02/2024)

Owner Lab

  • CT D09 - Bishop Field Laboratory

Sample Information

Sample Taken Date05/19/2025 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing05/20/2025 Sample typeAcceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutes2000 cy
From where was the sample collectedJob Site First name of sampler or witnessed byJosh
Last name of sampler or witnessed byHubbart Title of samplerTET
Telephone number of sampler Laboratory sample identification4587
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite 5 Bridges Pit
Transportation Laboratory (TL) NumberAB-01 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 collectedNB 395 Subgrade
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

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-19-18-1AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Derek Carrington, CT D09 - Bishop Field Laboratory05/20/202505/20/2025
Yes
05/21/2025AB-01Public - Test Data Visible
2025-05-19-18-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Derek Carrington, CT D09 - Bishop Field Laboratory05/20/202505/20/2025
Yes
05/21/2025AB-01 GradationPublic - Test Data Visible
2025-05-19-18-3CTM 229-June 2011: Method of Test for Durability IndexDerek Carrington, CT D09 - Bishop Field Laboratory05/20/202505/20/2025
Yes
05/21/2025AB-01Public - Test Data Visible
2025-05-19-18-4CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerDerek Carrington, CT D09 - Bishop Field Laboratory05/20/202505/20/2025
Yes
05/21/2025AB-01Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-05-19-18-1 AASHTO T176-08 (Verified)
DIME Test ID: 2025-05-19-18-2 AASHTO T27-14 (Verified)
DIME Test ID: 2025-05-19-18-3 CTM 229-June 2011 (Verified)
DIME Test ID: 2025-05-19-18-4 CTM 301-March 2000 (Verified)