Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.: Sami Deeb
DIME Sample ID: 2017-07-27-8
TL Number from the TL Form: C970425
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: 07/27/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 150
A brief description of the sample: HRC T-Heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4067683
Head Manufacturer Lot Number(s): 20
Rebar Size: #9
Headed Bar Model Name: HRC 555
Size of Head: Full Size - 9x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: CMC
Head Manufacturer: CMC
Head Fabricator: CMC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
DIME Test ID: 2017-07-27-8-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/02/2017
Date Tested: 08/01/2017
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 | | 20 | 1 | 96550 | 96550 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2017-07-27-8-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/02/2017
Date Tested: 08/01/2017
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 | | 20 | 1 | 97080 | 97080 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2017-07-27-8-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/02/2017
Date Tested: 08/01/2017
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 | | 20 | 1 | 96680 | 96680 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
