Sample Record

Owner Lab

  • CT D03 - Sacramento Sanders Structures Construction Field Office

DIME Sample ID 2014-05-23-13000954

Project Information

Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Award Date02/25/2014
Closeout Date07/30/2015
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
QA Service Level1 (Verified on 11/01/2013)

Sample Information

Sample Taken Date05/23/2014 Sample Unique Key13000954
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing05/28/2014
Sample typeVerification A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 Cylinders From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byMiller
Title of samplerSR Telephone number of sampler(916) 505-6839
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier25 0042
Structure nameSly Park Rd UC

Material Information

Material TypeConcrete The concrete mix design numberF628AFST0
The truck number from where the sample was collected17 The batch plant ticket number from where the sample was collected1043371
Concrete batch plant1B The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledStage 1 Abutment 1 Footing
From Lot No.Not set Bag Lot No.Not set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2014-05-23-13000954-1ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement ConcreteBrandon Miller, CT D03 - Sacramento Sanders Structures Construction Field Office05/23/2014Brandon Miller
Yes
06/06/2014
2014-05-23-13000954-2ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement ConcreteBrandon Miller, CT D03 - Sacramento Sanders Structures Construction Field Office05/23/2014Brandon Miller
Yes
06/06/2014
2014-05-23-13000954-3ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of ConcreteBrandon Miller, CT D03 - Sacramento Sanders Structures Construction Field Office05/23/2014Brandon Miller
Yes
06/06/2014
2014-05-23-13000954-4ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensLarry McCrum, CT D03 - Sacramento Sanders Structures Construction Field Office05/30/2014Larry McCrum
Yes
07/02/2014
2014-05-23-13000954-5ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensLarry McCrum, CT D03 - Sacramento Sanders Structures Construction Field Office06/20/2014Larry McCrum
Yes
07/02/2014
2014-05-23-13000954-6ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensLarry McCrum, CT D03 - Sacramento Sanders Structures Construction Field Office06/13/2014Larry McCrum
Yes
07/02/2014
2014-05-23-13000954-7ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensLarry McCrum, CT D03 - Sacramento Sanders Structures Construction Field Office06/06/2014Larry McCrum
Yes
07/03/2014

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2014-05-23-13000954-1 ASTM C1064-08 (Verified)
DIME Test ID: 2014-05-23-13000954-2 ASTM C143-10a (Verified)
DIME Test ID: 2014-05-23-13000954-3 ASTM C138-10b (Verified)
DIME Test ID: 2014-05-23-13000954-4 ASTM C39-10 (Verified)
DIME Test ID: 2014-05-23-13000954-5 ASTM C39-10 (Verified)
DIME Test ID: 2014-05-23-13000954-6 ASTM C39-10 (Verified)
DIME Test ID: 2014-05-23-13000954-7 ASTM C39-10 (Verified)