Sample Record

DIME Sample ID 2025-05-07-95

Project Information

Project IdentifiersProject ID: 1000272
DEA: 100V4804
EFIS: 1013000264
DIST-CO-RTE-PM10-CAL-26-21.8/30.3
Award Date09/09/2024
Closeout Date08/20/2026
Work DescriptionSLOPE STABILIZATION AND CONSTRUCT RETAINING WALL.
Location DescriptionCALAVERAS COUNTY NEAR MOKELUMNE HILL AT VARIOUS LOCATIONS FROM 3.6 MILES EAST OF ROUTE 49 TO 0.9 MILE WEST OF WOODHOUSE MINE ROAD
QA Service Level1 (Verified on 04/15/2024)

Owner Labs

  • CT D10 - Stockton Field Laboratory
  • CT SC - 3665 - Shingle Springs

Sample Information

Sample Taken Date05/07/2025 Sample Unique Key95
Date that the sample was received by the laboratory/organization performing the testing05/13/2025 Sample typeQuality Assurance
A brief description of the sample4x8 concrete cylinders The quantity of what the sample constitutes6 cylinders
From where was the sample collectedJob Site First name of sampler or witnessed byAndrew
Last name of sampler or witnessed byLopez Title of samplerASR
Telephone number of sampler(530) 812-6239 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility name711 Materials - San Andreas
Transportation Laboratory (TL) Number115253 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier30-E0004 Structure nameWall 2
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number800886A6
The truck number from where the sample was collected84057 The batch plant ticket number from where the sample was collected921948
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedChute Where the material sample would have been placed if not sampledWall 2
From Lot No. Bag Lot No.

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-07-95-1ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensSpencer Adams, CT SC - 3665 - Shingle Springs06/06/202506/06/2025
Yes
06/06/2025Lab Rounded Result: 4840 psi | Difference due to DIME rounding.Public - Test Data Visible
2025-05-07-95-2ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensSpencer Adams, CT SC - 3665 - Shingle Springs06/06/202506/06/2025
Yes
06/06/2025Public - Test Data Visible
2025-05-07-95-3ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement ConcreteAndrew Lopez, CT SC - 3665 - Shingle Springs05/07/202506/06/2025
Yes
06/06/2025Public - Test Data Visible
2025-05-07-95-4ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodAndrew Lopez, CT SC - 3665 - Shingle Springs05/07/202506/06/2025
Yes
06/06/2025Public - Test Data Visible
2025-05-07-95-5ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement ConcreteAndrew Lopez, CT SC - 3665 - Shingle Springs05/07/202506/06/2025
Yes
06/06/2025Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-05-07-95-1 ASTM C39-21 (Verified)
DIME Test ID: 2025-05-07-95-2 ASTM C39-21 (Verified)
DIME Test ID: 2025-05-07-95-3 ASTM C143-20 (Verified)
DIME Test ID: 2025-05-07-95-4 ASTM C231-17a (Verified)
DIME Test ID: 2025-05-07-95-5 ASTM C1064-17 (Verified)