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Sample Record for 2018-01-09-3

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Project Information

Project ID: 210618 DEA: 06342534 EFIS: 0600000382 COOP: 061616A2 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-R74.1/R78.6
Work Description: CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location Description: FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Justin Kimura Structure Rep.: Michael Trinh

Sample Information

DIME Sample ID: 2018-01-09-3
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Quality Assurance
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 01/09/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2018
The quantity of what the sample constitutes: 2 samples from each pack
A brief description of the sample: ASTM A416 seven wire uncoated steel strand
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Confab Shafter

Material Information

Comments:
Reel/Coil/Pack Number(s): S333801-2, S334044-2D, S377482-6, S333804-5
Number of Coils: 4
Group Number:
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): S0563516, S0544116, S0285103, S0563216
Mfg. Lot Number(s): Same as Pack number
Manufacturer(s): Sumiden Wire

Test Results

Test 1 of 8

DIME Test ID: 2018-01-09-3-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0563516S333801-20.215589625243526.71.83Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 2 of 8

DIME Test ID: 2018-01-09-3-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0563516S333801-20.215590595242226.71.8Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 3 of 8

DIME Test ID: 2018-01-09-3-3
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0544116S334044-2D0.214590815307527.11.91Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 4 of 8

DIME Test ID: 2018-01-09-3-4
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0544116S334044-2D0.2145852852228261.77Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 5 of 8

DIME Test ID: 2018-01-09-3-5
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0285103S377482-60.214598845437627.51.7Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 6 of 8

DIME Test ID: 2018-01-09-3-6
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0285103S377482-60.214599275461128.11.73Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 7 of 8

DIME Test ID: 2018-01-09-3-7
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0563216S333804-50.214600155445828.11.85Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Test 8 of 8

DIME Test ID: 2018-01-09-3-8
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/16/2018
Date Tested: 01/12/2018
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) 227-7253
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
S0563216S333804-50.214599855410928.52.09Brian
UTM 120KIP
Temperature 72 F
Extensometers E88766

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.