Sample Record for 2018-09-18-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211982 DEA: 060K4604 EFIS: 0612000105
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,99-57.3/57.8,43.9/44.6
Work Description: REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 320 Goddard Way Suite 150, Irvine, CA 92618
Resident Engineer: Fernando De Alba Structure Rep.: Eduardo Reyes
Sample Information
DIME Sample ID: 2018-09-18-4
TL Number from the TL Form: C819458
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: 09/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: Headed Bars
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau
Material Information
Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): 6503216002
Head Manufacturer Lot Number(s): 1, 2
Rebar Size: 6
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2018-09-18-4-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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 | 0.44 | 46040 | 104640 | Bar Broke | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 2 of 6
DIME Test ID: 2018-09-18-4-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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 | 0.44 | 45910 | 104340 | Bar Broke | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 3 of 6
DIME Test ID: 2018-09-18-4-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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 | 0.44 | 46030 | 104610 | Bar Broke | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 4 of 6
DIME Test ID: 2018-09-18-4-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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 | 0.44 | 45920 | 104360 | Bar Broke | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 5 of 6
DIME Test ID: 2018-09-18-4-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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 | 0.44 | 46440 | 105550 | Bar Broke | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 6 of 6
DIME Test ID: 2018-09-18-4-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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 | 0.44 | 46810 | 106390 | Bar Broke | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|