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Sample Record for 2016-11-17-3

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Project Information

Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-80-12.6/13.9
Work Description: CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES
Location Description: THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL
Contractor Name: CALIFORNIA ENGINEERING CONTRACTORS, INC.
Contractor Address: 20 HAPPY VALLEY ROAD, PLEASANTON, CA 94566
Resident Engineer: Tom Larwin Structure Rep.: Mehran Ardakanian

Sample Information

DIME Sample ID: 2016-11-17-3
TL Number from the TL Form: C652008-C652010
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 TM5 - Headed Bars
Sample Taken Date: 11/17/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2016
The quantity of what the sample constitutes: 12
A brief description of the sample: Headed Bars
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC HRC

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4060228
Head Manufacturer Lot Number(s): 1, 6, 11
Rebar Size: 8
Headed Bar Model Name: HRC 120
Size of Head: Reduced Size - 4x
Head Connection Type:
Head Shape: Square
Rebar Manufacturer: CMC
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 9

DIME Test ID: 2016-11-17-3-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797776098430Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 2 of 9

DIME Test ID: 2016-11-17-3-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797773098390Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 3 of 9

DIME Test ID: 2016-11-17-3-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797779098470Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 4 of 9

DIME Test ID: 2016-11-17-3-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
60.7980000101270Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 5 of 9

DIME Test ID: 2016-11-17-3-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
60.7980290101630Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 6 of 9

DIME Test ID: 2016-11-17-3-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
60.7979020100030Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 7 of 9

DIME Test ID: 2016-11-17-3-7
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797807098820Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 8 of 9

DIME Test ID: 2016-11-17-3-8
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797770098350Bar BrokeArnold
Temperature 72 F
UTM 400KIP

Test 9 of 9

DIME Test ID: 2016-11-17-3-9
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/21/2016
Date Tested: 11/21/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797789098590Bar BrokeArnold
Temperature 72 F
UTM 400KIP