Summary for Test 2024-07-30-10-1

Test performed: ASTM A416-18

Project Information

Project IdentifiersProject ID: 1000409
DEA: 051S1604
EFIS: 0524000176
DIST-CO-RTE-PM05-MON-1-60
Award DateNot set
Closeout DateNot set
Work DescriptionRocky Creek Slip Out Permanent Restoration Project
Location DescriptionNot set
QA Service Level1 (Verified on 06/26/2024)

Sample Information

Sample Taken Date07/30/2024 Sample Unique Key10
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 testing08/02/2024
Sample typeQuality Assurance A brief description of the sample0.6 L/R 7 Wire strand
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byOSCAR Last name of sampler or witnessed byVIZCAINO
Title of sampler Telephone number of sampler6787558969
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) FormB378-070-24 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSMTL TM4 - Prestressing Strand Comments
Reel/Coil/Pack Number(s)T350128-2D, T350131-1, T350131-2, T350131-3, T350131-4, T350131-5, T350131-8 Number of Coils7
Group Number Strand Diameter.6 in
Grade270 Strand SpecificationASTM A 416
Heat Number(s)T1366459 Mfg. Lot Number(s)T350128-2D, 1, 2, 3, 4, 5, 8
Manufacturer(s)Sumiden Wire

Test Details

DIME Sample ID: 2024-07-30-10
DIME Test ID: 2024-07-30-10-1
Testing Lab: WSP USA - San Diego
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Test Release Date: 2024-08-28

Test Results


Number of Samples: 7
Input Type: Measured
Tester's full name: Michael Gibson
Date of test: 08/05/2024
UTM: 120KIP
Temperature: 72 f
Extensometers: NA
NumHeat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
1T1366459T350128-2.212602405381000Michael Gibson
2T1366459T350131-2.212607945412000Michael Gibson
3T1366459T350131-3.212605495302000Michael Gibson
4T1366459T350131-1.213604275338500Michael Gibson
5T1366459T350131-4.211591605320000Michael Gibson
6T1366459T350131-5.211600005283000Michael Gibson
7T1366459T350131-8.212600605320200Michael Gibson

General comments (publicly viewable) (Max 1000 characters): Chord Modulus not tested. Elongation reported in %: 6.3%, 6.5%, 6.3%, 6.4%, 3.8%, 5.4%, 6.1%

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-1S1604 Rocky Creek Viaduct - A416 PT Tendon Testing Reportpdf688.86 KB08/28/20242024-07-30-10-1   Info

Test was verified on 8/28/2024