Summary for Test 2026-04-09-4-1

Test performed: ASTM A615-20

Project Information

Project IdentifiersProject ID: 1002029
DEA: 044X4604
EFIS: 0426000059
DIST-CO-RTE-PM04-SON--unknown
Award DateNot set
Closeout DateNot set
Work DescriptionROADWAY SETTLEMENT REPAIR
Location DescriptionNot set
QA Service Level1 (Verified on 04/06/2026)

Sample Information

Sample Taken Date04/09/2026 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing04/21/2026 Sample typeQuality Assurance
A brief description of the sampleThreaded Rod w/Coupler & Nut The quantity of what the sample constitutes29
From where was the sample collectedFabricator First name of sampler or witnessed bySherri
Last name of sampler or witnessed byBrannon Title of sampler
Telephone number of sampler9168266371 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameZ Systems
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormB22-018-26
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade150
Threaded Bar TypePlain Rebar Size
Nut Specification for Threaded BarA519 Gr. 150 System ManufacturerZ Systems
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsUncoated Bar Heat Number(s)58063926
Nut Heat Number(s)C257132 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)C223276
Coupler Grade

Test Details

DIME Sample ID: 2026-04-09-4
DIME Test ID: 2026-04-09-4-1
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: 2026-05-04

Test Results


Number of Samples: 4
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 05/04/2026
UTM: NA
Temperature: 0 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
111580639260.851536201271800000A722 bar, nut, couplerWSP
221580639260.851507401217600000A722 bar and nutWSP
331580639260.851495101232600000A722 reduction of areaWSP
441580639260.8515339012729014A722 ElongationWSP

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2026 ✔