Sample Record for 2022-11-30-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton
Sample Information
DIME Sample ID: 2022-11-30-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 11/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2022
The quantity of what the sample constitutes: 32ea
A brief description of the sample: #11 HRC 555 t- heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Tumey Gulch
The fabricator/manufacturer/facility name: Pacific Steel- Napa
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3500021318
Head Manufacturer Lot Number(s): Pacific Steel
Rebar Size: #11
Headed Bar Model Name: HRC 555 T Head
Size of Head: Full Size - 9x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: HRC Pacific Steel Group
Head Fabricator: Pacific Steel Group
Material Standard Code: ASTM A706
Headed Bar Unique ID: 4FG-17-01
Test Results
Test 1 of 4
DIME Test ID: 2022-11-30-2-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/06/2022
Date Tested: 12/02/2022
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: 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 | 1.56 | 155522 | 99694 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 4
DIME Test ID: 2022-11-30-2-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/06/2022
Date Tested: 12/02/2022
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: 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 | 1.56 | 155127 | 99440 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 4
DIME Test ID: 2022-11-30-2-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/06/2022
Date Tested: 12/02/2022
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: Head Popped Off
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 | 1.56 | 131249 | 84134 | Head Popped Off | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 4
DIME Test ID: 2022-11-30-2-4
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/06/2022
Date Tested: 12/02/2022
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: 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 | 1.56 | 155511 | 99687 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
