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Sample Record for 2026-05-12-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000710 DEA: 100P9244 EFIS: 1023000226 QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-42.0/42.7
Work Description: Fergusen Slide Rock Avalanche Shed
Location Description: Mariposa County, along Route 140 in the Merced River canyon, about 8 miles east of Briceburg and 7.6 miles west of El Portal.
Contractor Name: Myers and Sons Construction, LLC/Ralph L. Wadsworth
Contractor Address: 2554 Millcreek Drive, Sacramento, CA 95833
Resident Engineer: Jonathan Ngai Structure Rep.: Natasha Collins

Sample Information

DIME Sample ID: 2026-05-12-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Acceptance
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 05/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2026
The quantity of what the sample constitutes: 2 sample per pack
A brief description of the sample: Strand
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Ferguson Slide
The fabricator/manufacturer/facility name: Sumiden Wire Products Corporation

Material Information

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 Coils: 22
Group Number:
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): T0253276 T1382180
Mfg. Lot Number(s): N/A
Manufacturer(s): Optimus Steel and Rocky Mountain Steel Mikks

Test Results

Test

DIME Test ID: 2026-05-12-1-1
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 22
Heat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
T0253276T350418-60.217622405575027.310.3Atlas
T0253276T350417-10.217596705645028.85.4Atlas
T0253276T350418-30.217617405577028.211.1Atlas
T0253276T350418-70.217621805612029.412.9Atlas
T0253276T350418-20.217623405574028.312.5Atlas
T0253276T350418-40.217621705707428.77.2Atlas
T0253276T350417-30.217596305615028.59.3Atlas
T1382180T350419-50.217629005556027.411.1Atlas
T1382180T350419-80.217615805608029.110.7Atlas
T1382180T350419-20.217603605790029.710.7Atlas
T1382180T350419-40.217597505499026.98Atlas
T1382180T350419-60.21763210553902812.5Atlas
T1382180T350419-30.217609405528027.59.2Atlas
T1382180T350419-10.217633405723029.912.7Atlas
T0253276T350418-10.217613005620028.110.9Atlas
T0253276T350417-40.21760180555002810.9Atlas
T0253276T350417-50.217601205601029.17.3Atlas
T0253276T350417-70.217613005750031.57.3Atlas
T0253276T350417-20.217589505770027.97.2Atlas
T0253276T350417-60.2175895055970277.3Atlas
T0253276T350418-50.217597505717028.77.2Atlas
T0253276T350418-80.217599305492027.37.3Atlas
UTM NA
Temperature 0 f
Extensometers NA