Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-05-26-55

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 993339
DEA: 024H9304
EFIS: 0219000027
DIST-CO-RTE-PM02-SHA-299-44.3/44.9
Award Date07/13/2022
Closeout Date04/11/2024
Work DescriptionINGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location DescriptionIN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
QA Service Level1 (Verified on 11/22/2021)

Sample Information

Sample Taken Date05/26/2023 Sample Unique Key55
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 testing05/30/2023
Sample typeAcceptance A brief description of the sample4 bags of 3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutesUp to 500 cy or 1 day 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 identificationD79250 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBear Gulch Quarry Transportation Laboratory (TL) Number857931
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)91-45-0023::Bear Gulch Limestone Quarry - Ingot, 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 collectedStockpile
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
2023-05-26-55-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesDennis Hickey, CT D02 - Redding Northern Regional Laboratory06/02/2023Ward Jenkins
Yes
07/20/2023P1"=100.%, P¾"=98%, P№4=49%, P№30=17%, P№200=8%
2023-05-26-55-2CTM 217-June 2011: Method of Test for Sand EquivalentSean McWithey, CT D02 - Redding Northern Regional Laboratory06/05/2023Ward Jenkins
Yes
07/20/2023SE=39
2023-05-26-55-3CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven DryingColt Sweeny, CT D02 - Redding Northern Regional Laboratory06/06/2023Ward Jenkins
Yes
07/20/2023PM=0.1%, Note: Sample had air dried prior to testing.
2023-05-26-55-4CTM 229-June 2011: Method of Test for Durability IndexDennis Hickey, CT D02 - Redding Northern Regional Laboratory06/06/2023Ward Jenkins
Yes
07/20/2023Dc=76, DI≤76
2023-05-26-55-5CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerJosh Murphy and Dennis Hickey, CT D02 - Redding Northern Regional Laboratory06/08/2023Ward Jenkins
Yes
07/20/2023R=86

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-05-26-55-1 CTM 202-November 2011 (Verified)
DIME Test ID: 2023-05-26-55-2 CTM 217-June 2011 (Verified)
DIME Test ID: 2023-05-26-55-3 CTM 226-July 2010 (Verified)
DIME Test ID: 2023-05-26-55-4 CTM 229-June 2011 (Verified)
DIME Test ID: 2023-05-26-55-5 CTM 301-March 2000 (Verified)