Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2022-09-01-5

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date09/01/2022 Sample Unique Key5
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 testing09/01/2022
Sample typeQuality Assurance A brief description of the sample#6 3'-8"
The quantity of what the sample constitutes612 From where was the sample collectedFabricator
First name of sampler or witnessed byAdrian Last name of sampler or witnessed bySanchez
Title of sampler Telephone number of sampler2137133499
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL159-080-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4121274
Hoop Manufacturer Lot Number(s)1-5 Material Standard CodeASTM A706
Material Grade60 Rebar Size#6
Diameter of Hoop3'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Arizona
Welding CompanyCalifornia Department of Transportation Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-09-01-5-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/06/2022bewing
Yes
09/06/2022Ok Necking
2022-09-01-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/06/2022bewing
Yes
09/06/2022Ok Necking
2022-09-01-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/06/2022bewing
Yes
09/06/2022Ok Necking
2022-09-01-5-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/06/2022bewing
Yes
09/06/2022Ok Necking
2022-09-01-5-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/06/2022bewing
Yes
09/06/2022Ok Necking
2022-09-01-5-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/06/2022bewing
Yes
09/06/2022Ok Necking

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2022-09-01-5-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-01-5-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-01-5-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-01-5-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-01-5-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-01-5-6 CTM 670-December 2013 (Verified)