Sample Record

DIME Sample ID 2021-10-08-4

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214511
DEA: 010E0004
EFIS: 0113000091
DIST-CO-RTE-PM01-HUM-101-84.4/84.8
Award Date01/29/2020
Closeout Date11/22/2023
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
QA Service Level1 (Verified on 11/13/2019)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date10/08/2021 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing10/11/2021 Sample typeQuality Assurance
A brief description of the sampleSleeve-Swaged Taper Threaded Grip-Twist SS1707 The quantity of what the sample constitutes20
From where was the sample collectedManufacturer First name of sampler or witnessed byRigoberto
Last name of sampler or witnessed byMarin Title of sampler
Telephone number of sampler9515000685 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCamblin Steel
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC Rebar
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#6 Coupler ModelSS 17 03 Grip Twist
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Male A177056 Female 177527 Rebar Heat Number(s)4111946
Rebar Size 2 6 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2021-10-08-4-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory10/12/202110/12/2021
Yes
10/12/2021OK NeckingPublic - Test Data Visible
2021-10-08-4-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory10/12/202110/12/2021
Yes
10/12/2021OK NeckingPublic - Test Data Visible
2021-10-08-4-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory10/12/202110/12/2021
Yes
10/12/2021OK NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2021-10-08-4-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-10-08-4-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-10-08-4-3 CTM 670-December 2013 (Verified)