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Sample Record for 2020-09-29-33

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

Project Information

Project ID: 213653 DEA: 044G8204 EFIS: 0413000049 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-10.6/10.8
Work Description: REPLACE SAN RAFAEL HARBOR BRIDGE (ABC)
Location Description: MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Ave., Alamo, CA 94507
Resident Engineer: Dawit Habteselassie Structure Rep.: Long N Ly

Sample Information

DIME Sample ID: 2020-09-29-33
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 09/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2020
The quantity of what the sample constitutes: 7
A brief description of the sample: .6in Prestressing Strand
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sumiden Wire

Material Information

Comments:
Reel/Coil/Pack Number(s):
Number of Coils:
Group Number: 10950
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 882
Heat Number(s): S0558520, S0558020
Mfg. Lot Number(s): NA
Manufacturer(s): NA

Test Results

Test 1 of 3

DIME Test ID: 2020-09-29-33-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
S0558520S335500-3-10.2116085453902.726.71.96bewing
UTM 120kip
Temperature 72 f
Extensometers no data

Test 2 of 3

DIME Test ID: 2020-09-29-33-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
S0558520S335500-2-10.2116063453924.228.71.99bewing
UTM 120kip
Temperature 72 f
Extensometers no data

Test 3 of 3

DIME Test ID: 2020-09-29-33-3
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
S0558020S335503-1-10.2115992254109.828.61.86bewing
UTM 120kip
Temperature 72 f
Extensometers no data