Summary for Test 2021-03-25-1-5

Test performed: ASTM A615-15

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date03/25/2021 Sample Unique Key1
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 testing03/30/2021
Sample typeQuality Assurance A brief description of the sampleNo 10 A615 Gr 75 Epoxy Coated Threaded Bar
The quantity of what the sample constitutesHeat 100206742 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Telephone number of sampler310-883-8369
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form Engineering San Diego Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-014-21 Structure unique identifier33-E0417
Structure name

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#10
Nut Specification for Threaded BarASTM A108 System ManufacturerWIlliams Form ENgineering
Epoxy Coating ColorPurple Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A934 epoxy Bar Heat Number(s)100206742, 100207534
Nut Heat Number(s)75079288, 72076075 Bar Lot NumberNA
Nut Lot Number10P7D, 10N3D Coupler Heat Number(s)NA
Coupler GradeNA

Test Details

DIME Sample ID: 2021-03-25-1
DIME Test ID: 2021-03-25-1-5
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: 2021-04-05

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/02/2021
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.10/32mm1.27123701940898.51A615 Barbewing

General comments (publicly viewable) (Max 1000 characters): A615 Bar
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 4/5/2021