Sample Record for 2016-12-29-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210735 DEA: 071193U4 EFIS: 0713000007
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Rodolfo Cao Structure Rep.: David Win
Sample Information
DIME Sample ID: 2016-12-29-4
TL Number from the TL Form: C731322
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: 12/29/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: HRC 110 End Anchors
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC CMC Rebar Nucor
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4061107
Head Manufacturer Lot Number(s): 1 2
Rebar Size: #5
Headed Bar Model Name: Hrc 110
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: CMC Rebar Nucor
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2016-12-29-4-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/09/2017
Date Tested: 01/09/2017
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) | Comments | Tested By | 1 | 0.31 | 28980 | 93480 | Bar Broke | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 2 of 6
DIME Test ID: 2016-12-29-4-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/09/2017
Date Tested: 01/09/2017
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) | Comments | Tested By | 1 | 0.31 | 29020 | 93610 | Bar Broke | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 3 of 6
DIME Test ID: 2016-12-29-4-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/09/2017
Date Tested: 01/09/2017
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) | Comments | Tested By | 1 | 0.31 | 28860 | 93100 | Bar Broke | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 4 of 6
DIME Test ID: 2016-12-29-4-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/09/2017
Date Tested: 01/09/2017
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) | Comments | Tested By | 2 | 0.31 | 28820 | 92970 | Bar Broke | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 5 of 6
DIME Test ID: 2016-12-29-4-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/09/2017
Date Tested: 01/09/2017
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) | Comments | Tested By | 2 | 0.31 | 28890 | 93190 | Bar Broke | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 6 of 6
DIME Test ID: 2016-12-29-4-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/09/2017
Date Tested: 01/09/2017
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) | Comments | Tested By | 2 | 0.31 | 28860 | 93100 | Bar Broke | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|