Sample Record

DIME Sample ID 2023-09-13-61

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 993192
DEA: 024H4404
EFIS: 0218000119
DIST-CO-RTE-PM02-PLU-70-0.0/29.9
Award Date02/10/2022
Closeout Date05/15/2024
Work DescriptionCONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location DescriptionPLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
QA Service Level1 (Verified on 08/23/2021)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date09/13/2023 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing09/14/2023 Sample typeDepartment Acceptance
A brief description of the sample2 bags of 3/4-inch Maximum Class 2 Aggregate Base The quantity of what the sample constitutes2000 cy
From where was the sample collectedJob Site First name of sampler or witnessed byDawn
Last name of sampler or witnessed bySloatermen Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79344
Linked DIME Sample ID The fabricator/manufacturer/facility nameJoy Engineering
Transportation Laboratory (TL) Number858048 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)Joy Engineering 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 collectedStockpile at Plant
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
2023-09-13-61-1CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerJosh Murphy, CT D02 - Redding Northern Regional Laboratory09/27/202309/27/2023
Yes
09/29/2023R=79Public - Test Data Visible
2023-09-13-61-2CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesColt Sweeny, CT D02 - Redding Northern Regional Laboratory09/15/202309/25/2023
Yes
09/29/2023P1"=100%, P¾"=100%, P№4=54%, P№30=24%, P№200=12%Public - Test Data Visible
2023-09-13-61-3AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Josh Ferency, CT D02 - Redding Northern Regional Laboratory09/27/202309/27/2023
Yes
09/29/2023SE=28Public - Test Data Visible
2023-09-13-61-4CTM 229-June 2011: Method of Test for Durability IndexColt Sweeny, CT D02 - Redding Northern Regional Laboratory09/28/202309/28/2023
Yes
09/29/2023DI=46Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2023-09-13-61-1 CTM 301-March 2000 (Verified)
DIME Test ID: 2023-09-13-61-2 CTM 202-November 2011 (Verified)
DIME Test ID: 2023-09-13-61-3 AASHTO T176-08 (Verified)
DIME Test ID: 2023-09-13-61-4 CTM 229-June 2011 (Verified)