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Sample Record for 2017-09-27-1

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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.: Trinh, Michael

Sample Information

DIME Sample ID: 2017-09-27-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 09/27/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1 lot of 92
A brief description of the sample: Headed Rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar Nucor

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): SE17100746
Head Manufacturer Lot Number(s): 3643
Rebar Size: #10
Headed Bar Model Name: Bartec
Size of Head: Full Size - 9x
Head Connection Type: Threaded
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: Dextra America
Head Fabricator: Harris Rebar
Material Standard Code: ASTM A706

Test Results

Test 1 of 3

DIME Test ID: 2017-09-27-1-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/29/2017
Date Tested: 09/29/2017
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: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
T011.2711882093560Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 2 of 3

DIME Test ID: 2017-09-27-1-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/29/2017
Date Tested: 09/29/2017
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: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
T011.2712403097660Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 3 of 3

DIME Test ID: 2017-09-27-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/29/2017
Date Tested: 09/29/2017
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: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
T011.2712424097830Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Tests Assigned to this Sample

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