Sample Record

Owner Lab

  • CT D09 - Bishop Field Laboratory

DIME Sample ID 2023-04-19-15

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994400
DEA: 09378904
EFIS: 0919000003
DIST-CO-RTE-PM09-KER-14-46.2/52.8
Award Date01/06/2023
Closeout Date12/27/2023
Work DescriptionRHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location DescriptionKERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
QA Service Level1 (Verified on 05/30/2023)

Sample Information

Sample Taken Date04/19/2023 Sample Unique Key15
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 testing04/20/2023
Sample typeVerification A brief description of the sample3/4" RHMA-G Stockpile Samples
The quantity of what the sample constitutes12 bags From where was the sample collectedSource
First name of sampler or witnessed byG3 Last name of sampler or witnessed byQC
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification2931 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston-Lebec 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)91-15-0068
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 collectedStockpiles in Pit
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 TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-04-19-15-1AASHTO 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 Laboratory04/20/2023Derek Carrington
Yes
04/20/2023
2023-04-19-15-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Derek Carrington, CT D09 - Bishop Field Laboratory04/20/2023Derek Carrington
Yes
04/20/2023
2023-04-19-15-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Derek Carrington, CT D09 - Bishop Field Laboratory04/20/2023Derek Carrington
Yes
04/20/2023
2023-04-19-15-4AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)Derek Carrington, CT D09 - Bishop Field Laboratory04/20/2023Derek Carrington
Yes
04/20/2023
2023-04-19-15-5AASHTO 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 Laboratory04/20/2023Derek Carrington
Yes
04/20/2023

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-04-19-15-1 AASHTO T176-08 (Verified)
DIME Test ID: 2023-04-19-15-2 AASHTO T27-14 (Verified)
DIME Test ID: 2023-04-19-15-3 AASHTO T304-11 (Verified)
DIME Test ID: 2023-04-19-15-4 AASHTO T96-02r10 (Verified)
DIME Test ID: 2023-04-19-15-5 AASHTO T335-09r13 (Verified)