Sample Record

Owner Lab

  • CT HQ - Sacramento Concrete Testing Laboratory

DIME Sample ID 2017-08-26-1

Project Information

Project IdentifiersProject ID: 209187
DEA: 04235624
EFIS: 0400000678
COOP: 042583
DIST-CO-RTE-PM04-SCL,SM-101-52.0/52.6,0.0/0.6
Award Date04/28/2015
Closeout Date01/08/2020
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
QA Service Level1 (Verified on 12/11/2013)

Sample Information

Sample Taken Date08/26/2017 Sample Unique Key1
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 testing09/01/2017
Sample typeQuality Assurance A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byClement Last name of sampler or witnessed byChan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Plant 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 numberD15PP562
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected18471450
Concrete batch plant 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 TestedSubmitted ByVerified?Release DateTest CommentsActions
2017-08-26-1-1ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensMM, CT HQ - Sacramento Concrete Testing Laboratory09/25/2017MM
Yes
09/25/2017
2017-08-26-1-2ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement ConcreteClement Chan, CT SC - 3674 - San Jose08/26/2017 YANNAING TUN
No
Slump is 6 inches instead of 4 inches. it is out of spec. Contractor was notified and the slump for the rest of the concrete pour was maintained per spec, 4 inches. Info

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2017-08-26-1-1 ASTM C39-10 (Verified)
DIME Test ID: 2017-08-26-1-2 ASTM C143-15a