Summary for Test 2018-01-05-7-2
Test performed: ASTM A615-15Project Information
Project Identifiers | Project ID: 212149 DEA: 044K4804 EFIS: 0417000314 |
---|---|
DIST-CO-RTE-PM | 04-SM-35-9.8, 9.80 |
Award Date | 02/13/2017 |
Closeout Date | 01/08/2020 |
Work Description | Construct soldier pile tie-back wall. Supplemental Director's order to also install soil nail wall. |
Location Description | IN SAN MATEO COUNTY, ON ROUTE 35 AT POSTMILE 9.8/9.9, NEAR SKYLONDA , AT 0.1 MILE NORTH OF CHAPMAN ROAD |
QA Service Level | 1 (Verified on 06/07/2017) |
Sample Information
Sample Taken Date | 01/05/2018 | Sample Unique Key | 7 |
---|---|---|---|
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 | 01/06/2018 |
Sample type | Quality Assurance | A brief description of the sample | ASTM A615 ATB No 8 Epoxy Coated ASTM A934 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Carolina | Last name of sampler or witnessed by | Margarito |
Title of sampler | Assistant METS Rep | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Williams Form Eng | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L7300418 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM5 - Threaded Bar | Production or Authorization Testing | Production Testing |
---|---|---|---|
Threaded Bar Specification | ASTM A615 | Threaded Bar Grade | 75 |
Threaded Bar Type | Deformed | Rebar Size | #8 |
Nut Specification for Threaded Bar | 75 | System Manufacturer | Williams Form |
Epoxy Coating Color | Purple | Threaded Bar Application | Threaded Bar |
Coating Standards | ASTM A934 epoxy | Bar Heat Number(s) | 100789840 |
Nut Heat Number(s) | 8292593 | Bar Lot Number | Unknown |
Nut Lot Number | 8R1D | Coupler Heat Number(s) | Unknown |
Coupler Grade | Unknown |
Test Details
DIME Sample ID: 2018-01-05-7
DIME Test ID: 2018-01-05-7-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2018-01-17
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 01/10/2018
UTM: 400KIP
Temperature: 72 F
Num | Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|
1 | 1 | #8 Williams Bar Heat #100789840, Nut Heat #8 | L7300418 | 0.79 | 125454 | 100998 | 0 | A615 Bar & Nut | Fred |
General comments (publicly viewable) (Max 1000 characters): A615 Bar & Nut
Test Graph
Source: Partner Data Point FileTest was verified on 1/10/2018 ✔