Summary for Test 2017-07-28-5-1

Test performed: ASTM A615-15

Project Information

Project IdentifiersProject ID: 211931
DEA: 043G6414
EFIS: 0416000348
DIST-CO-RTE-PM04-NAP-29-37.0
Award Date03/17/2017
Closeout Date04/22/2020
Work DescriptionSCOUR REPLACE BRIDGE
Location DescriptionNAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE
QA Service Level1 (Verified on 02/15/2017)

Sample Information

Sample Taken Date07/28/2017 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing08/01/2017 Sample typeQuality Assurance
A brief description of the sampleEpoxy Coated Threadbar The quantity of what the sample constitutes2
From where was the sample collectedFabricator First name of sampler or witnessed byCarolina
Last name of sampler or witnessed byMargarito Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWilliams Form
Transportation Laboratory (TL) NumberC647233 Inspector Lot Number from the Transportation Laboratory (TL) FormL7300717
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size9
Nut Specification for Threaded Barunknown System ManufacturerWilliams Form
Epoxy Coating ColorPurple Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A934 epoxy Bar Heat Number(s)100786966
Nut Heat Number(s) Bar Lot Number
Nut Lot Number9H7D Coupler Heat Number(s)
Coupler Grade

Test Details

DIME Sample ID: 2017-07-28-5
DIME Test ID: 2017-07-28-5-1
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: 2017-08-09

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 08/01/2017
UTM: 400KIP
Temperature: 72 F
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
11#9 Williams Bar, Testing NutL73007171127856990910A615 NutFred

General comments (publicly viewable) (Max 1000 characters): A615 Nut
Test Graph
Source: Partner Data Point File

Test was verified on 8/2/2017 ✔