Sample Record

DIME Sample ID 2024-08-29-25

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000165
DEA: 09392504
EFIS: 0923000029
DIST-CO-RTE-PM09-INY-395-R17.2/25.8
Award Date06/26/2024
Closeout Date12/02/2024
Work DescriptionHOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location DescriptionINYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
QA Service Level1 (Verified on 03/18/2024)

Owner Lab

  • CT D09 - Bishop Field Laboratory

Sample Information

Sample Taken Date08/29/2024 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing08/30/2024 Sample typeAcceptance
A brief description of the sample3/4" Shoulder Backing The quantity of what the sample constitutesShoulder Backing 01
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 identificationSB-1
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Construction Solari Plant
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 collectedHwy 395 Shoulder NB #2 Lane
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
2024-08-29-25-1AASHTO 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 Laboratory09/03/202409/03/2024
Yes
09/03/2024SB-1 Spec= 10-35Public - Test Data Visible
2024-08-29-25-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Derek Carrington, CT D09 - Bishop Field Laboratory09/03/202409/03/2024
Yes
09/03/2024SB-01 Sample Meets SpecificationPublic - Test Data Visible
2024-08-29-25-3AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Derek Carrington, CT D09 - Bishop Field Laboratory09/03/202409/03/2024
Yes
09/03/2024SB-01Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-08-29-25-1 AASHTO T176-08 (Verified)
DIME Test ID: 2024-08-29-25-2 AASHTO T27-14 (Verified)
DIME Test ID: 2024-08-29-25-3 AASHTO T335-09r13 (Verified)