Sample Record

DIME Sample ID 2022-08-11-38

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 993439
DEA: 022J4204
EFIS: 0221000076
DIST-CO-RTE-PM02-TRI-3-R26.3/29.8
Award Date02/07/2022
Closeout Date10/06/2022
Work DescriptionHMA OVERLAY AND REPLACE AC SURFACING.
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE
QA Service Level1 (Verified on 12/13/2021)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date08/11/2022 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing08/11/2022 Sample typeDepartment Acceptance
A brief description of the sample3 Bags of Shoulder Backing The quantity of what the sample constitutesShoulder Backing on Project
From where was the sample collectedManufacturer First name of sampler or witnessed byJosh
Last name of sampler or witnessed byBratcher Title of samplerJET
Telephone number of sampler Laboratory sample identificationD79123
Linked DIME Sample ID The fabricator/manufacturer/facility nameCrystal Creek Aggregate
Transportation Laboratory (TL) Number853856 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)91-45-0021::Crystal Creek Aggregate
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-08-11-38-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesArthur Mills, CT D02 - Redding Northern Regional Laboratory08/12/202208/16/2022
Yes
08/22/2022Public - Test Data Visible
2022-08-11-38-2CTM 217-June 2011: Method of Test for Sand EquivalentKhue Yang, CT D02 - Redding Northern Regional Laboratory08/15/202208/16/2022
Yes
08/22/2022Public - Test Data Visible
2022-08-11-38-3AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)Khue Yang and Arthur Mills, CT D02 - Redding Northern Regional Laboratory08/15/202208/16/2022
Yes
08/22/2022Public - Test Data Visible
2022-08-11-38-4CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Dennis Hickey, CT D02 - Redding Northern Regional Laboratory08/16/202208/16/2022
Yes
08/22/2022Public - Test Data Visible
2022-08-11-38-6CTM 205-December 2010: Method of Test for Determining Percentage of Crushed ParticlesKhue Yang, CT D02 - Redding Northern Regional Laboratory08/15/202208/16/2022
Yes
08/22/2022Percentage of crushed particles with at least two crushed faces was determined.Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-08-11-38-1 CTM 202-November 2011 (Verified)
DIME Test ID: 2022-08-11-38-2 CTM 217-June 2011 (Verified)
DIME Test ID: 2022-08-11-38-3 AASHTO T210-15 (Verified)
DIME Test ID: 2022-08-11-38-4 CTM 204-June 2010 (Verified)
DIME Test ID: 2022-08-11-38-6 CTM 205-December 2010 (Verified)