Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212741 DEA: 020E1804 EFIS: 0200000022
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-29.8/30.2
Work Description: BRIDGE REPLACEMENT
Location Description: PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Contractor Name: Q&D CONSTRUCTION, INC.
Contractor Address: P.O Box 10865, Reno, NV 89510
Resident Engineer: Ryan Johnson Structure Rep.: Matt Crete
DIME Sample ID: 2018-07-06-3
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: 07/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2018
The quantity of what the sample constitutes: 1 lot
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: Headed Reinforcement Corp, Fountain Valley, CA
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4076493
Head Manufacturer Lot Number(s): Lot 1
Rebar Size: 8
Headed Bar Model Name: HRC T120
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: CMC
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
DIME Test ID: 2018-07-06-3-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/10/2018
Date Tested: 07/10/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 | 73800 | 93420 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2018-07-06-3-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/10/2018
Date Tested: 07/10/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 | 73930 | 93580 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2018-07-06-3-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/10/2018
Date Tested: 07/10/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 | 74010 | 93680 | Bar Broke | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
