Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2022-09-14-75

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212775
DEA: 024F2204
EFIS: 0212000073
DIST-CO-RTE-PM02-TRI-3-58.7/61.9
Award Date02/25/2021
Closeout DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date09/14/2022 Sample Unique Key75
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 testing09/14/2022
Sample typeAcceptance A brief description of the sampleCombined 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 samplerTET Telephone number of sampler
Laboratory sample identificationD79158F Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number857911
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)91-45-0017::Fawndale Rock Quarry
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 NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-09-14-75-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Darrell Valasek, CT D02 - Redding Northern Regional Laboratory09/29/2022Ward Jenkins
Yes
09/30/2022The gradation is mathematically combined at 74.6% virgin aggregate and 23.6% reclaimed aggregate per CT 384.

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-09-14-75-1 AASHTO T27-14 (Verified)