Sample Record

DIME Sample ID 2015-10-07-8

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 7497
DEA: 042908E4
EFIS: 0400021249
COOP: 042396A3
DIST-CO-RTE-PM04-ALA-580-14.6/21.6
Award Date12/31/1969
Closeout Date09/28/2016
Work DescriptionROADWAY WIDENING AND REHABILITATION
Location DescriptionALAMEDA COUNTY IN LIVERMORE, PLEASANTON, AND DUBLIN FROM 0.3 MILE EAST OF AIRWAY BOULEVARD OVERCROSSING TO 0.2 MILE WEST OF SAN RAMON/FOOTHILL ROAD OVERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Owner Lab

  • CT HQ - Sacramento Concrete Testing Laboratory

Sample Information

Sample Taken Date10/07/2015 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing10/14/2015 Sample typeQuality Control
A brief description of the sampleconcrete The quantity of what the sample constitutescylinders
From where was the sample collectedJob Site First name of sampler or witnessed bySyed
Last name of sampler or witnessed byF Title of samplerASR
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameunknown
Transportation Laboratory (TL) Number155516 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierUnknown Structure nameUnknown
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number1519161
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 collectedtruck Where the material sample would have been placed if not sampledsign structure L CIDH
From Lot No.Not set Bag Lot No.Not set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2015-10-07-8-1ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensBang, CT HQ - Sacramento Concrete Testing Laboratory11/04/201511/04/2015
Yes
11/04/2015bad fab for cylinder 1, corner break, discard result for cylinder 1. Test result will be 6010 psi.Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2015-10-07-8-1 ASTM C39-17a (Verified)