Sample Record for 2016-10-14-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210097 DEA: 100L9704 EFIS: 1012000053
QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-120-R19.5/R20.0
Work Description: REPLACE DECK AND RETROFIT BRIDGE.
Location Description: IN TUOLUMNE COUNTY ON STATE ROUTE 120 FROM 7.6 MILES EAST OF YOSEMITEJUNCTION TO 4.8 MILES WEST OF THE TOWN OF MOCCASIN AT TUOLUMNE RIVER/DON PEDRO RESERVOIR (JAMES E.
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Corey Casey Structure Rep.: Ehab Wahed
Sample Information
DIME Sample ID: 2016-10-14-7
TL Number from the TL Form: C705724
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: 10/14/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Barsplice End Anchor Heads
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau BarSplce
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 6502483002
Head Manufacturer Lot Number(s): A130779
Rebar Size: #6
Headed Bar Model Name: Barsplice Buttonhead 10AB
Size of Head: Reduced Size - 4x
Head Connection Type:
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: Barsplice
Head Fabricator: Barsplice
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2016-10-14-7-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/20/2016
Date Tested: 10/20/2016
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) | Comments | Tested By | | 1 | 0.44 | 44000 | 100000 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 3
DIME Test ID: 2016-10-14-7-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/20/2016
Date Tested: 10/20/2016
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) | Comments | Tested By | | 1 | 0.44 | 40630 | 92340 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 3
DIME Test ID: 2016-10-14-7-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/20/2016
Date Tested: 10/20/2016
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) | Comments | Tested By | | 1 | 0.44 | 44660 | 101500 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
