Summary for Test 2026-06-16-8-1

Test performed: ASTM A615-20

Project Information

Project IdentifiersProject ID: 1000258
DEA: 042K3604
EFIS: 0416000410
DIST-CO-RTE-PM04-SON-116-9.6
Award Date05/07/2025
Closeout DateNot set
Work DescriptionREPAIR SIDE SLOPE AND CONSTRUCT SOIL NAIL WALL.
Location DescriptionSONOMA COUNTY NEAR MONTE RIO AT 0.2 MILE WEST OF CNOPIUS ROAD
QA Service Level1 (Verified on 04/11/2024)

Sample Information

Sample Taken Date06/16/2026 Sample Unique Key8
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/16/2026
Sample typeQuality Assurance A brief description of the sampleThreaded Bar A615
The quantity of what the sample constitutes12 From where was the sample collectedManufacturer
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 Type Rebar Size
Nut Specification for Threaded BarA29 System ManufacturerWilliams Form Eng
Epoxy Coating ColorPurple Threaded Bar Application
Coating StandardsASTM A934 epoxy Bar Heat Number(s)1000134063, 1000134062, 1000235070, 100013325
Nut Heat Number(s)79000945, 74124863 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)20856910, 256841
Coupler Grade

Test Details

DIME Sample ID: 2026-06-16-8
DIME Test ID: 2026-06-16-8-1
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: 2026-06-30

Test Results


Number of Samples: 12
Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 06/26/2026
UTM: NA
Temperature: 0 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
111110001345821.561269001254008Elongation WSP
221110001345821.561276001245008Elongation WSP
311110001340631.561278001258008Elongation WSP
421110001340631.561288001248009Elongation WSP
511110001332581.561243001221009Elongation WSP
621110001332581.561236001221007Elongation WSP
711110001340621.5612350012100011Elongation WSP
821110001340621.561077001051001W NutWSP
911110002350701.561270001255007Elongation WSP
1021110002350701.561036001162004W NutWSP
111111000134062, 10001345821.561226001213000W CouplerWSP
122111000133258, 10002350701.561135001130000W CouplerWSP

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

Test was verified on 6/30/2026