Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212773 DEA: 044A8004 EFIS: 0400001164
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-30.5
Work Description: LAKE MERRITT RAILROAD BRIDGE REPLACEMENT
Location Description: STATE HIGHWAY IN ALAMEDA COUNTY IN OAKLAND AT LAKE MERRITT CHANNEL
Contractor Name: GRANITE CONSTRUCTION COMPANY (Gokhan Gunan)
Contractor Address: 715 COMSTOCK STREET, SANTA CLARA CA 95054
Resident Engineer: Vinay Champaneria Structure Rep.: Stanley Ku
DIME Sample ID: 2024-02-28-1
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: 02/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2024
The quantity of what the sample constitutes: 16
A brief description of the sample: 1 1/4" Left hand Threaded Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering-SD
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 722
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: ASTM A29
System Manufacturer: Schwager Davis
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A123 galvanized
Bar Heat Number(s): 58055773
Nut Heat Number(s): 79000700
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
DIME Test ID: 2024-02-28-1-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 04/19/2024
Date Tested: 04/18/2024
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 and Nut - Reduction of Area
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 | 58055773 | 1.224 | 167909 | 142.13 | 0 | 20.3 | A722 Bar and Nut - Reduction of Area | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
DIME Test ID: 2024-02-28-1-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 04/19/2024
Date Tested: 04/18/2024
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 and Nut - Elongation and Tensile
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 | 58055773 | 1.25 | 172889 | 142.33 | 4 | 100 | A722 Bar and Nut - Elongation and Tensile | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
