Summary for Test 2022-11-09-15-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
---|---|
DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 11/09/2022 | Sample Unique Key | 15 |
---|---|---|---|
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 | 11/18/2022 |
Sample type | Per Request | A brief description of the sample | #4 HRC 500/510 |
The quantity of what the sample constitutes | 34 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Mendoza |
Title of sampler | Inspector | Telephone number of sampler | (951) 264-7798 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CMC Rebar | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Euclid OC Stage 1B Bent Cap |
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 | CMC Rebar |
Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | |
Rebar Size | #4 | Coupler Model | HRC 500-510 |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 500 - 5391825-04 510 - 79001079 | Rebar Heat Number(s) | 6035880 |
Rebar Size 2 | 4 | Coupler Unique ID | TP-17-03 |
Test Details
DIME Sample ID: 2022-11-09-15
DIME Test ID: 2022-11-09-15-3
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: 2022-12-02
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 11/28/2022
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. 4/13mm | 1 | 0 | 0.2 | 20321 | 101604 | ok necking | spaine |
General comments (publicly viewable) (Max 1000 characters): ok necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 12/2/2022 ✔