Sample Record for 2024-09-25-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994673 DEA: 033F0704 EFIS: 0312000054
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51-2.0/3.5
Work Description: American River Bridge Rehabilitation
Location Description:
Contractor Name: American River Constructors
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: John Ruzic Structure Rep.: Pha Tran
Sample Information
DIME Sample ID: 2024-09-25-8
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: 09/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2024
The quantity of what the sample constitutes: 16 assemblies
A brief description of the sample: One (1) 1-1/4" Threaded Bar and one (1) 1-1/4" Threaded Bar Assembly with Coupler
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: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size:
Nut Specification for Threaded Bar: ASTM A29
System Manufacturer: Williams Form Engineering San Diego
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 1000224002
Nut Heat Number(s): 74115021
Bar Lot Number: 100022400220
Nut Lot Number: 32V3D
Coupler Heat Number(s): C228246
Coupler Grade: ASTM A29
Test Results
Test 1 of 2
DIME Test ID: 2024-09-25-8-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/08/2024
Date Tested: 10/07/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test: A722 Bar and Nut - Reduction of Area and Elongation
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 | 1 | 1.204 | 161344 | 136.98 | 5 | 47.7 | A722 Bar and Nut - Reduction of Area and Elongation | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 2
DIME Test ID: 2024-09-25-8-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/08/2024
Date Tested: 10/07/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test: A722 Bar and Nut and 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 | | 2 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 1 | 1.25 | 168274 | 136.94 | 0 | 100 | A722 Bar and Nut and Coupler | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
