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Sample Record for 2022-07-27-5

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Project Information

Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: BRIDGE REPLACEMENT
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Ryan Dunne Structure Rep.: Brian Cinkutis

Sample Information

DIME Sample ID: 2022-07-27-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 07/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2022
The quantity of what the sample constitutes: 1 Coil
A brief description of the sample: 0.6 Steel Strand
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Schwager Davis

Material Information

Comments:
Reel/Coil/Pack Number(s): S379941-4
Number of Coils: 1
Group Number: 1
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): S0587121
Mfg. Lot Number(s): S379941-4
Manufacturer(s): Sumiden Wire

Test Results

Test 1 of 1

DIME Test ID: 2022-07-27-5-1
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 09/01/2022
Date Tested: 08/25/2022
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
Heat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
S0587121S379941-10.226053555385.427.71.84bewing
UTM 120kip
Temperature 72 f
Extensometers E88766