Sample Record for 2019-04-25-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213526 DEA: 044G9204 EFIS: 0413000062
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-121-PM6.4
Work Description: REPAIR CORRODED STEEL REINFORCEMENT AND CONCRETE SPALLS
Location Description: NAPA COUNTY ON ROUTE 121 AT TULUCAY CREEK BRIDGE
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 BAY VISTA COURT, SUITE D, BENICIA, CA 94510
Resident Engineer: DARREN ISADA Structure Rep.: MOHAMMAD NASIM
Sample Information
DIME Sample ID: 2019-04-25-1
TL Number from the TL Form: Unknown
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: 04/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2019
The quantity of what the sample constitutes: 2 lots (240 pcs)
A brief description of the sample: #8 HRC 555T-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: Production Testing
Rebar Heat Number(s): 033631
Head Manufacturer Lot Number(s): 82624781
Rebar Size: 8
Headed Bar Model Name: HRC 555 T Heads
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: CMC Steel California
Head Manufacturer: HRC 555 T Heads
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2019-04-25-1-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/03/2019
Date Tested: 05/03/2019
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 | 0.79 | 77900 | 98610 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 6
DIME Test ID: 2019-04-25-1-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/03/2019
Date Tested: 05/03/2019
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 | 0.79 | 80320 | 101670 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 6
DIME Test ID: 2019-04-25-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/03/2019
Date Tested: 05/03/2019
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 | 0.79 | 79660 | 100840 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 4 of 6
DIME Test ID: 2019-04-25-1-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/03/2019
Date Tested: 05/03/2019
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 | | 2 | 0.79 | 77870 | 98570 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 5 of 6
DIME Test ID: 2019-04-25-1-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/03/2019
Date Tested: 05/03/2019
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 | | 2 | 0.79 | 77940 | 98660 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 6 of 6
DIME Test ID: 2019-04-25-1-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/03/2019
Date Tested: 05/03/2019
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 | | 2 | 0.79 | 78180 | 98960 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
