Sample Record for 2020-10-06-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214099 DEA: 024F5904 EFIS: 0213000010
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-R25.4
Work Description: BRIDGE SEISMIC RETROFIT AND SCOUR REPAIR.
Location Description: TEHAMA COUNTY IN RED BLUFF AT SACRAMENTO RIVER BRIDGE
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Mike Z'denek Structure Rep.: Ryan Duran
Sample Information
DIME Sample ID: 2020-10-06-1
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 - Threaded Bar
Sample Taken Date: 10/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
The quantity of what the sample constitutes: 1 Lot
A brief description of the sample: Micro Pile All Thread Bar
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering San Diego
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: #10
Nut Specification for Threaded Bar: A29
System Manufacturer: Williams Form Engineering
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 62150556
Nut Heat Number(s): 75075291 Code 32U5D
Bar Lot Number: 1
Nut Lot Number: 1
Coupler Heat Number(s): 100102769 Code 32M6D
Coupler Grade: 150 ksi
Test Results
Test 1 of 3
DIME Test ID: 2020-10-06-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/14/2020
Date Tested: 10/13/2020
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: A722 Bar Nut & Coupler
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples
|
1
|
Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | 1 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 62150556 | 1.25 | 152093.71 | 142.73 | 0 | 100 | A722 Bar Nut & Coupler | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 2 of 3
DIME Test ID: 2020-10-06-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/14/2020
Date Tested: 10/13/2020
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: A722 Bar
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples
|
1
|
Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | 2 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 62150556 | 1.138 | 169675.23 | 156.25 | 0 | 34 | A722 Bar | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 3 of 3
DIME Test ID: 2020-10-06-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/14/2020
Date Tested: 10/13/2020
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: A722 Bar
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples
|
1
|
Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | 3 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 62150556 | 1.25 | 175296.29 | 144.96 | 7.5 | 100 | A722 Bar | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|