Sample Record

Owner Labs

  • CT D01 - Boyd Road Field Laboratory
  • CT D01 - District 1 Materials Laboratory

DIME Sample ID 2025-08-22-13

Project Information

Project IdentifiersProject ID: 994751
DEA: 010C5004
EFIS: 0112000292
DIST-CO-RTE-PM01-HUM-36-11.3/34.6
Award Date03/02/2023
Closeout DateNot set
Work DescriptionProject Name: Bridge Rail Replacement - 3 Bridges
Location DescriptionHely Creek, Little Larabee Creek and Butte Creek Bridge.
QA Service Level1 (Verified on 04/27/2023)

Sample Information

Sample Taken Date08/22/2025 Sample Unique Key13
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/25/2025
Sample typeQuality Assurance A brief description of the samplePCC for a gutter on top of wall.
The quantity of what the sample constitutes31 CY From where was the sample collectedJob Site
First name of sampler or witnessed byShantanu Last name of sampler or witnessed byNalawade
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberMF 1.4 slag ae
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected111355
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBack of the concrete truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-22-13-1CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersLeif Ayres, CT D01 - District 1 Materials Laboratory08/29/202508/29/2025
Yes
08/29/20251 cylinder on 8/29/25Public - Test Data Visible
2025-08-22-13-2THIS TEST HAS BEEN SUPERSEDED.
CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Tom Brown, CT D01 - District 1 Materials Laboratory09/19/202509/19/2025
Yes
09/19/2025THIS TEST HAS BEEN SUPERSEDED.
2 cylinders on 9/19/25. If compressive strength exceeds 5000 psi, break 3rd cylinder. If compressive strength is less than 5000 psi, break 3 cylinders at 42 days.
Public - Test Data Visible
2025-08-22-13-3CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersJamie Kelley, CT D01 - District 1 Materials Laboratory10/03/202510/03/2025
Yes
10/03/20253 cylinders on 10/3/25 if 28 day break did not exceed 5000 psiPublic - Test Data Visible
2025-08-22-13-4CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersTom Brown, CT D01 - District 1 Materials Laboratory09/19/202509/19/2025
No
2 cylinders on 9/19/25. If compressive strength exceeds 5000 psi, break 3rd cylinder. If compressive strength is less than 5000 psi, break 3 cylinders at 42 days.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-08-22-13-1 CTM 521-June 2020 (Verified)
DIME Test ID: 2025-08-22-13-2 CTM 521-June 2020 (Verified)
DIME Test ID: 2025-08-22-13-3 CTM 521-June 2020 (Verified)
DIME Test ID: 2025-08-22-13-4 CTM 521-June 2020