Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-08-07-91

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
Award Date02/09/2023
Closeout DateNot set
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date08/07/2023 Sample Unique Key91
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 testing08/07/2023
Sample typeProduction Start-Up A brief description of the sampleMathematically Combined Lime Treated 3/4-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD79307F Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number857939
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)95-45-0017::Fawndale Rock Quarry (Redding, CA)
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 collectedMathematically Combined Gradation per CT 384
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
2023-08-07-91-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory12/28/2023Ward Jenkins
12/28/2023Mathematically combined per CT 384 at 76.4% virgin aggregate from cold feed and 23.6% reclaimed aggregate from RAP: P1″=100.%, P¾″=98%, P½″=86%, P№4=50.%, P№8=29%, P№30=12%, P№200=4.6%

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments

DIME Test ID: 2023-08-07-91-1 AASHTO T27-14 (Verified)