Sample Record for 2019-03-12-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213470 DEA: 06394604 EFIS: 0600020595
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-269-10.6/12.4
Work Description: REPLACE BRIDGES AND RECONSTRUCT ROADWAY.
Location Description: FRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Avenue, Fresno, CA 93725
Resident Engineer: Din Dadawalla Structure Rep.: Nathan Quiroz
Sample Information
DIME Sample ID: 2019-03-12-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 03/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2019
The quantity of what the sample constitutes: 4 lots
A brief description of the sample: HRC 120 T-Heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC Gerdau Vinton
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 65032496, 1821826
Head Manufacturer Lot Number(s): 1 thru 4
Rebar Size: 9
Headed Bar Model Name: HRC 120
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: Gerdau and Vinton
Head Manufacturer: HRC
Head Fabricator: HRC Fountain Valley
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2019-03-12-1-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/15/2019
Date Tested: 03/15/2019
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 | 1 | 94000 | 94000 | Bar Broke | Steve |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 6
DIME Test ID: 2019-03-12-1-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/15/2019
Date Tested: 03/15/2019
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 | 1 | 95480 | 95480 | Bar Broke | Steve |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 6
DIME Test ID: 2019-03-12-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/15/2019
Date Tested: 03/15/2019
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 | 1 | 94420 | 94420 | Bar Broke | Steve |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 4 of 6
DIME Test ID: 2019-03-12-1-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/15/2019
Date Tested: 03/15/2019
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 | | 4 | 1 | 100210 | 100210 | Bar Broke | Steve |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 5 of 6
DIME Test ID: 2019-03-12-1-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/15/2019
Date Tested: 03/15/2019
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 | | 4 | 1 | 100750 | 100750 | Bar Broke | Steve |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 6 of 6
DIME Test ID: 2019-03-12-1-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/15/2019
Date Tested: 03/15/2019
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 | | 4 | 1 | 97800 | 97800 | Bar Broke | Steve |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
