Summary for Test 2026-05-12-1-1

Test performed: ASTM A416-18

Project Information

Project IdentifiersProject ID: 1000710
DEA: 100P9244
EFIS: 1023000226
DIST-CO-RTE-PM10-MPA-140-42.0/42.7
Award Date08/22/2025
Closeout DateNot set
Work DescriptionFergusen Slide Rock Avalanche Shed
Location DescriptionMariposa County, along Route 140 in the Merced River canyon, about 8 miles east of Briceburg and 7.6 miles west of El Portal.
QA Service Level1 (Verified on 10/15/2024)

Sample Information

Sample Taken Date05/12/2026 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing05/19/2026 Sample typeAcceptance
A brief description of the sampleStrand The quantity of what the sample constitutes2 sample per pack
From where was the sample collectedManufacturer First name of sampler or witnessed byKenneth
Last name of sampler or witnessed byRiley Title of samplerQA Inspector
Telephone number of sampler7078286930 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSumiden Wire Products Corporation
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS78-012-26
Structure unique identifier Structure nameFerguson Slide
Bid Item3935435

Material Information

Material TypeSMTL TM4 - Prestressing Strand Comments
Reel/Coil/Pack Number(s)T350417-1 T350417-2 T350417-3 T350417-4 T350417-5 T350417-6 T350417-7 T350418-1 T350418-2 T350418-3 T350418-4 T350418-5 T350418-6 T350418-7 T350418-8 T350419-1 T350419-2 T350419-3 T350419-4 T350419-5 T350419-6 T350419-8 Number of Coils22
Group Number Strand Diameter.6 in
Grade270 Strand SpecificationASTM A 416
Heat Number(s)T0253276 T1382180 Mfg. Lot Number(s)N/A
Manufacturer(s)Optimus Steel and Rocky Mountain Steel Mikks

Test Details

DIME Sample ID: 2026-05-12-1
DIME Test ID: 2026-05-12-1-1
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: 2026-06-01

Test Results


Number of Samples: 22
Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 06/01/2026
UTM: NA
Temperature: 0 f
Extensometers: NA
NumHeat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
1T0253276T350418-60.217622405575027.310.3Atlas
2T0253276T350417-10.217596705645028.85.4Atlas
3T0253276T350418-30.217617405577028.211.1Atlas
4T0253276T350418-70.217621805612029.412.9Atlas
5T0253276T350418-20.217623405574028.312.5Atlas
6T0253276T350418-40.217621705707428.77.2Atlas
7T0253276T350417-30.217596305615028.59.3Atlas
8T1382180T350419-50.217629005556027.411.1Atlas
9T1382180T350419-80.217615805608029.110.7Atlas
10T1382180T350419-20.217603605790029.710.7Atlas
11T1382180T350419-40.217597505499026.98Atlas
12T1382180T350419-60.21763210553902812.5Atlas
13T1382180T350419-30.217609405528027.59.2Atlas
14T1382180T350419-10.217633405723029.912.7Atlas
15T0253276T350418-10.217613005620028.110.9Atlas
16T0253276T350417-40.21760180555002810.9Atlas
17T0253276T350417-50.217601205601029.17.3Atlas
18T0253276T350417-70.217613005750031.57.3Atlas
19T0253276T350417-20.217589505770027.97.2Atlas
20T0253276T350417-60.2175895055970277.3Atlas
21T0253276T350418-50.217597505717028.77.2Atlas
22T0253276T350418-80.217599305492027.37.3Atlas

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

Test was verified on 6/1/2026 ✔