Sample Record

Owner Labs

  • CT SC - 3674 - Livermore
  • CT HQ - Vallejo Field Laboratory

DIME Sample ID 2025-03-06-12

Project Information

Project IdentifiersProject ID: 209820
DEA: 04297634
EFIS: 0415000040
COOP: 042548
DIST-CO-RTE-PM04-ALA-84,680-17.9/21
Award Date02/19/2021
Closeout DateNot set
Work DescriptionROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location DescriptionALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level1 (Verified on 11/04/2019)

Sample Information

Sample Taken Date03/06/2025 Sample Unique Key12
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 testing03/10/2025
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes250 Yards From where was the sample collectedJob Site
First name of sampler or witnessed byIbrahim Last name of sampler or witnessed byMarji
Title of samplerASR Telephone number of sampler
Laboratory sample identification172760 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Concrete Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameVallecitos Creek Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberD101C5RS
The truck number from where the sample was collected12 The batch plant ticket number from where the sample was collected77552802
Concrete batch plantcentral pleasanton The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute 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
2025-03-06-12-1ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensYannick Aranas, CT HQ - Vallejo Field Laboratory04/03/202504/03/2025
Yes
04/03/2025None of the cylinders broke. Max capacity of compression machine = 7,000 psi. Public - Test Data Visible
2025-03-06-12-2ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensMGomez, Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories 04/23/202504/25/2025
Yes
04/25/2025Public - Test Data Visible
2025-03-06-12-4ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensMGomez, Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories 04/23/202504/25/2025
Yes
04/25/2025DIME ID: 2025-03-06-12-2 Corrected values. Previously entered results were for a different test. Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
2025-03-06-12-2pdf04/25/2025   Info

Test File Attachments


DIME Test ID: 2025-03-06-12-1 ASTM C39-21 (Verified)
DIME Test ID: 2025-03-06-12-2 ASTM C39-21 (Verified)
DIME Test ID: 2025-03-06-12-4 ASTM C39-17a (Verified)