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Sample Record for 2016-02-03-10

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

Project Information

Project ID: 8196 DEA: 59912684 QA Service Level: 1
DIST-CO-RTE-PM: 59---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-02-03-10
TL Number from the TL Form: Unknown
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: 02/03/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2016
The quantity of what the sample constitutes: 41
A brief description of the sample: Prestressing Strand
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sumiden

Material Information

Comments: Unknown
Reel/Coil/Pack Number(s): S128831-6, S128833-5, S128834-3, S128835-1, S128835-3, S128836-4, S128853-2, S128864-1, S128866-2, S128866-4, S128867-1, S128871-5, S128872-6, S128873-2, S128874-3, S128876-6
Number of Coils: Unknown
Group Number: 10839
Strand Diameter: .5 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): S0283651, S0283650, S0283992, S0283990, S0598515-3, S0586215-3, S0585415-2, S0599415, S0598715-3, S0598615-3
Mfg. Lot Number(s): 10839
Manufacturer(s): Sumiden

Test Results

Test 1 of 2

DIME Test ID: 2016-02-03-10-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 02/16/2016
Date Tested: 02/16/2016
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: complies
Additional Comments When Verified:
Number of Samples 16
Heat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
S0283651S128831-60.15428564011428.81.65ARNOLD
S0283651S128833-50.1542925291.71ARNOLD
S0283650S128834-30.1542896291.64ARNOLD
S0283650S128836-40.1543537291.71ARNOLD
S0283992S128835-10.154363528.51.93ARNOLD
S0283992S128835-30.154331028.81.63ARNOLD
S0283990S128853-20.154369728.51.71ARNOLD
S0598515-3S128864-10.154386728.91.63ARNOLD
S0586215-3S128866-20.1543691291.72ARNOLD
S0586215-3S128866-40.1524335628.51.56ARNOLD
S0585415-2S128867-10.1514343428.91.71ARNOLD
S0599415S128871-50.1514342829.41.64ARNOLD
S0599415S128872-60.1514361828.51.62ARNOLD
S0598715-3S128873-20.1524384928.51.55ARNOLD
S0598715-3S128874-30.1514375927.31.71ARNOLD
S0598615-3S128876-60.1514344928.31.64ARNOLD
UTM 120KIP
Temperature 70 F
Extensometers E88766

Test 2 of 2

DIME Test ID: 2016-02-03-10-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete (Strand Diameter Check)
Verified Date: 02/16/2016
Date Tested: 02/16/2016
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: complies
Additional Comments When Verified:
Number of Samples 16
Dia of the Center Wire (in)Dia of the Outer Wire 1 (in)Dia of the Outer Wire 2 (in)Dia of the Outer Wire 3 (in)Dia of the Outer Wire 4 (in)Dia of the Outer Wire 5 (in)Dia of the Outer Wire 6 (in)Area (sqin)
0.1720.16450.16450.1640.1640.1640.1640.150
0.1720.1640.1640.1640.1640.1640.16450.150
0.1720.1640.1640.1640.1640.1650.1650.150
0.1720.1650.1650.1640.1640.1640.1640.150
0.1720.1640.1640.1640.1640.1640.16450.150
0.1720.1640.1640.1640.1640.1640.1640.150
0.1720.1640.16450.1640.1640.1640.1640.150
0.1720.1640.1650.1640.1640.1640.1640.150
0.1720.1650.1640.1640.1640.1640.1650.150
0.1730.16450.1660.16450.1640.1660.16450.152
0.17250.1650.1650.1640.1640.1650.1640.151
0.1720.1650.16450.1650.16450.1650.1650.151
0.17250.16450.1650.1650.1650.1650.16450.151
0.1730.1650.1650.1650.1650.1650.1650.152
0.1720.16450.16550.1640.1640.1650.1650.151
0.17250.1640.1650.1650.16450.16450.1650.151