Sample Record

DIME Sample ID 2019-04-29-26

Project Information

Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date04/29/2019 Sample Unique Key26
Date that the sample was received by the laboratory/organization performing the testing04/30/2019 Sample typeVerification
A brief description of the sampleUntreated Virgin 1/2-inch Type A Aggregate The quantity of what the sample constitutesJMF Verification
From where was the sample collectedSource First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD77860F
Linked DIME Sample ID The fabricator/manufacturer/facility nameShaw Pit
Transportation Laboratory (TL) Number827788 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)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105B
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 19-05-S2 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2019-04-29-26-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory06/07/2019
No

Sample File Attachments

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Test File Attachments


DIME Test ID: 2019-04-29-26-1 AASHTO T209-12