Summary for Test 2021-07-01-12-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
---|---|
DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
Award Date | 04/05/2021 |
Closeout Date | 08/14/2023 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
Sample Taken Date | 07/01/2021 | Sample Unique Key | 12 |
---|---|---|---|
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 testing | 07/06/2021 |
Sample type | Quality Assurance | A brief description of the sample | Lenton form Savers couplers |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jane | Last name of sampler or witnessed by | Lilard |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nucor Erico Lention | Transportation Laboratory (TL) Number | C926652 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S5202821 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Service | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | Nucor |
Coupler Manufacturer | Erico Lenton | Intermediate Assembler or Fabricator | |
Rebar Size | #5 | Coupler Model | Erico Lenton From Saver |
Coating Standards | ASTM A775 epoxy | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | A1289 L9830 | Rebar Heat Number(s) | 3600019380 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-07-01-12
DIME Test ID: 2021-07-01-12-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2021-07-07
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/06/2021
UTM: 400kip
Temperature: 72.00 f
Halo ID:
Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|---|
1 | 3 | No. 5/16mm | 1 | 0 | 0.31 | 30942 | 99812 | Service Splice | fsaylor |
General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 7/7/2021 ✔