Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2019-10-14-1

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout DateNot set
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date10/14/2019 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 testing10/17/2019
Sample typeQuality Assurance A brief description of the sample#8 ASTM A706 GR60 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 Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-141-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)9001954
Hoop Manufacturer Lot Number(s)Lot 17 and Lot 22 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop8'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Rebar Rancho Cucamonga
Welding CompanyCMC Etiwanda Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-10-14-1-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2019bewing
Yes
10/21/2019Bar Broke, Ok Necking
2019-10-14-1-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2019bewing
Yes
10/21/2019Bar Broke, Ok Necking
2019-10-14-1-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2019bewing
Yes
10/21/2019Bar Broke, Ok Necking
2019-10-14-1-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2019bewing
Yes
10/21/2019Bar Broke, Ok Necking
2019-10-14-1-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2019bewing
Yes
10/21/2019Bar Broke, Ok Necking
2019-10-14-1-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2019bewing
Yes
10/21/2019Bar Broke, Ok Necking