Sample Record for 2016-06-15-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2016-06-15-8
TL Number from the TL Form: C939574
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: 06/15/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2016
The quantity of what the sample constitutes: 49
A brief description of the sample: Headed Bars
From where was the sample collected: Fabricator
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): 3058431
Head Manufacturer Lot Number(s): 1
Rebar Size: #18
Headed Bar Model Name: HRC 220
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: CMC
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2016-06-15-8-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/22/2016
Date Tested: 06/21/2016
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: complies
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 4 | 376550 | 94140 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
Test 2 of 3
DIME Test ID: 2016-06-15-8-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/22/2016
Date Tested: 06/21/2016
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: complies
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 4 | 376970 | 94240 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
Test 3 of 3
DIME Test ID: 2016-06-15-8-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/22/2016
Date Tested: 06/21/2016
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: complies
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 4 | 378670 | 94670 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
