Sample Record

Owner Lab

  • CT HQ - QASI Bay Area Field Office

DIME Sample ID 2019-09-24-28

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date09/24/2019 Sample Unique Key28
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 testing09/25/2019
Sample typeQuality Assurance A brief description of the sample6"x12" Cylinders
The quantity of what the sample constitutes2 cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byAndre Last name of sampler or witnessed byTotari
Title of sampler Telephone number of sampler
Laboratory sample identification2019-09-24-3a Linked DIME Sample ID
The fabricator/manufacturer/facility nameKie-Con Antioch Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberK4560-452a
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedKie-Con Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-09-24-28-1ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensAndre Totari, CT HQ - QASI Bay Area Field Office10/22/2019Andre Totari
No
Not able to load cylinders to fracture. Info

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2019-09-24-28-1 ASTM C39-10