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Sample Record for 2017-07-13-2

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

Project Information

Project ID: 211616 DEA: 050G0404 EFIS: 0500020020 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Work Description: ROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location Description: SAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Andrew Borrelli Structure Rep.: Garret Hilton

Sample Information

DIME Sample ID: 2017-07-13-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: (510) 385-8178
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 07/13/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 8 HRC 120 End Anchors
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC

Material Information

Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): PL17104810
Head Manufacturer Lot Number(s): B1121731
Rebar Size: #8
Headed Bar Model Name: HRC 120
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: Nucor
Head Manufacturer: Nucor
Head Fabricator: HRC
Material Standard Code: ASTM A706

Test Results

Test 1 of 6

DIME Test ID: 2017-07-13-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/21/2017
Date Tested: 07/20/2017
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
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797403093710Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 2 of 6

DIME Test ID: 2017-07-13-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/21/2017
Date Tested: 07/20/2017
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
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797363093200Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 3 of 6

DIME Test ID: 2017-07-13-2-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/21/2017
Date Tested: 07/20/2017
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
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797300092410Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 4 of 6

DIME Test ID: 2017-07-13-2-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/21/2017
Date Tested: 07/20/2017
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
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
20.797332092810Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 5 of 6

DIME Test ID: 2017-07-13-2-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/21/2017
Date Tested: 07/20/2017
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
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
20.797251091780Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 6 of 6

DIME Test ID: 2017-07-13-2-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/21/2017
Date Tested: 07/20/2017
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
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
20.797296092350Bar BrokeFred
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.