Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-04-16-2

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date04/16/2019 Sample Unique Key2
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 testing04/16/2019
Sample typeQuality Assurance A brief description of the sample#8 ASTM A706 GR 60 Hoops
The quantity of what the sample constitutes8 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQA Inspector Telephone number of sampler707-342-8602
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4084939
Hoop Manufacturer Lot Number(s)Lot 7 and Lot 12 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop5'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel Arizona
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-04-16-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/23/2019Brian
Yes
05/02/2019Bar Broke; OK Necking
2019-04-16-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/23/2019Brian
Yes
05/02/2019Bar Broke; OK Necking
2019-04-16-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/23/2019Brian
Yes
05/02/2019Bar Broke; OK Necking
2019-04-16-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/23/2019Brian
Yes
05/02/2019Bar Broke; OK Necking
2019-04-16-2-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/23/2019Brian
Yes
05/02/2019Bar Broke; OK Necking
2019-04-16-2-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/23/2019Brian
Yes
05/02/2019Bar Broke; OK Necking

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2019-04-16-2-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-04-16-2-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-04-16-2-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-04-16-2-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-04-16-2-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-04-16-2-6 CTM 670-December 2013 (Verified)