Summary for Test 2024-03-29-1-2

Test performed: ASTM A615-20

Project Information

Project IdentifiersProject ID: 994588
DEA: 081H3904
EFIS: 0817000032
DIST-CO-RTE-PM08-SBD-15-R20.5/R21.6,R25.5/R30.7
Award Date07/13/2023
Closeout DateNot set
Work DescriptionCONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date03/29/2024 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing04/03/2024 Sample typeQuality Assurance
A brief description of the sample#8 GR75 All Thread Bar Epoxy Coated The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byAdrian
Last name of sampler or witnessed bySanchez Title of sampler
Telephone number of sampler2137133499 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWFE SD
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL159-052-24
Structure unique identifier Structure name
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 Size
Nut Specification for Threaded Bar29 System ManufacturerDrill Tech
Epoxy Coating ColorPurple Threaded Bar ApplicationThreaded Bar
Coating StandardsASTM A934 epoxy Bar Heat Number(s)1000123050
Nut Heat Number(s)5395778 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade

Test Details

DIME Sample ID: 2024-03-29-1
DIME Test ID: 2024-03-29-1-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2024-04-19

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 04/17/2024
UTM: 400kip
Temperature: 72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.791279581019189.62A615 Bar and Nutaauvinen

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

Test was verified on 4/19/2024 ✔