Summary for Test 2026-08-05-50-1

Test performed: ASTM A416-18

Project Information

Project IdentifiersProject ID: 1000121
DEA: 041Q8204
EFIS: 0418000341
DIST-CO-RTE-PM04-SF-101-25.6/26.1
Award Date10/20/2025
Closeout DateNot set
Work DescriptionSF 101-Roadway Rehab 3R
Location DescriptionRoute 101 in San Francisco County
QA Service Level1 (Verified on 07/08/2024)

Sample Information

Sample Taken Date08/05/2026 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing08/06/2026 Sample typeQuality Assurance
A brief description of the sample0.500" PT Strand The quantity of what the sample constitutes28
From where was the sample collectedManufacturer First name of sampler or witnessed byMike
Last name of sampler or witnessed byVasquez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSumiden Wire
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 TM4 - Prestressing Strand Comments
Reel/Coil/Pack Number(s)S133704-3, S133704-4, S133705-1, S133705-2, S133705-8, S133706-7, S133707-7, S133707-8, S133708-5, S133708-6, S133708-7, S133709-3, S133709-4, S133709-5 Number of Coils14
Group Number Strand Diameter.5 in
Grade270 Strand SpecificationASTM A 416
Heat Number(s)S0516726, S0517526-2, S0514226 Mfg. Lot Number(s)NA
Manufacturer(s)Sumiden Wire

Test Details

DIME Sample ID: 2026-08-05-50
DIME Test ID: 2026-08-05-50-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Test Release Date: 2026-09-02

Test Results


Number of Samples: 14
Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 08/31/2026
UTM: NA
Temperature: 0 f
Extensometers: NA
NumHeat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
1S0516726S133704-30.153433503973028.75.8WSP
2S0516726S133704-40.153435403980028.575.7WSP
3S0517526-2S133705-10.153431703937029.494.8WSP
4S0517526-2S133705-20.151436603924028.16.2WSP
5S0517526-2 S133705-80.153436603955028.316.3WSP
6S0517526-2S133706-70.149438503961028.896.4WSP
7S0514226S133707-70.153434203943029.034.8WSP
8S0514226S133707-80.153436603943028.787.1WSP
9S0514226S133708-50.151432303869028.065.8WSP
10S0514226S133708-60.151432303888028.346.2WSP
11S0514226S133708-70.153436603949028.666.2WSP
12S0514226S133709-30.153432903875028.396.9WSP
13S0514226S133709-40.153434203894028.356.0WSP
14S0514226S133709-50.153431103894026.765.4WSP

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

Test was verified on 9/2/2026 ✔