Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-09-19-31

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
DIST-CO-RTE-PM02-SHA-299-67.8/77.8
Award Date02/09/2023
Closeout DateNot set
Work DescriptionBURNEY CAPM - PAVEMENT REHABILITATION
Location DescriptionBUNCH GRASS LOOKOUT RD TO NAPA LN
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date09/19/2023 Sample Unique Key31
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 testing09/19/2023
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutesAcceptance 4 Bags 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 identificationD79352 Linked DIME Sample ID
The fabricator/manufacturer/facility namePacWay Transportation Laboratory (TL) Number857916
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)Pacway
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
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 Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-09-19-31-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesJoe Mishoe, CT D02 - Redding Northern Regional Laboratory09/19/2023Colt Sweeny
No
P2″=100.%, P1″=87.%, P¾″=78%, P№4=46.%, P№30=22% Info
2023-09-19-31-3AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Joe Mishoe, CT D02 - Redding Northern Regional Laboratory09/22/2023Colt Sweeny
No
Info
2023-09-19-31-4AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory09/22/2023Colt Sweeny
No
Info
2023-09-19-31-5CTM 205-December 2010: Method of Test for Determining Percentage of Crushed ParticlesTerry McCormick, CT D02 - Redding Northern Regional Laboratory09/22/2023Colt Sweeny
No
Percentage of 1 face fractured particles Info
2023-09-19-31-6CTM 205-December 2010: Method of Test for Determining Percentage of Crushed ParticlesTerry McCormick, CT D02 - Redding Northern Regional Laboratory09/22/2023Colt Sweeny
No
Percentage of 2 face fractured particles Info
2023-09-19-31-7CTM 212-May 2010: Method of Test for Unit Weight of AggregateTerry McCormick, CT D02 - Redding Northern Regional Laboratory09/22/2023Colt Sweeny
No
Info

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2023-09-19-31-1 CTM 202-November 2011
DIME Test ID: 2023-09-19-31-3 AASHTO T176-08
DIME Test ID: 2023-09-19-31-4 AASHTO T210-15
DIME Test ID: 2023-09-19-31-5 CTM 205-December 2010
DIME Test ID: 2023-09-19-31-6 CTM 205-December 2010
DIME Test ID: 2023-09-19-31-7 CTM 212-May 2010