Sample Record

Owner Lab

  • CT QASI - Sacramento Field Laboratory

DIME Sample ID 2021-02-18-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214655
DEA: 030H3304
EFIS: 0315000145
DIST-CO-RTE-PM03-BUT,TEH-99-13.3/19.5,45.9,0.0/0.2
Award Date04/21/2020
Closeout Date09/23/2021
Work DescriptionREPLACE BRIDGE RAILS AND WIDEN BRIDGE.
Location DescriptionBUTTE COUNTY NEAR CHICO FROM 0.1 MILE NORTH OF RICHVALE EAST ROAD TO 1.6 MILES NORTH OF BROYLES ROAD
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date02/18/2021 Sample Unique Key3
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 testing02/18/2021
Sample typeQuality Assurance A brief description of the sample#10 Barsplice Grip Twist Couplers Lot 1A and Lot 1B
The quantity of what the sample constitutes100 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerQA Telephone number of sampler916-826-6371
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerBar Splice Intermediate Assembler or FabricatorFabricator
Rebar Size#10 Coupler ModelGrip Twist Couplers
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A201362/6O1 Male A195234/5Y1 Female Rebar Heat Number(s)9002040
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-02-18-3-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/24/2021bewing
Yes
02/24/2021Ok Necking
2021-02-18-3-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/24/2021bewing
Yes
02/24/2021Ok Necking
2021-02-18-3-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/24/2021bewing
Yes
02/24/2021Ok Necking
2021-02-18-3-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/24/2021bewing
Yes
02/24/2021Ok Necking
2021-02-18-3-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/24/2021bewing
Yes
02/24/2021Ok Necking
2021-02-18-3-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/24/2021bewing
Yes
02/24/2021Ok Necking