Sample Record for 2022-04-22-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
Sample Information
DIME Sample ID: 2022-04-22-32
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 04/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: A722 Bar and Coupler
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form
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: NA
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100100654
Nut Heat Number(s): NA
Bar Lot Number: NA
Nut Lot Number: NA
Coupler Heat Number(s): 212890
Coupler Grade: A29-Gr. 1045
Test Results
Test 1 of 2
DIME Test ID: 2022-04-22-32-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 05/11/2022
Date Tested: 05/10/2022
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: A722 Bar and Nut
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 3/8 : 36mm | 1 | 1.58 | 172752.88 | 148.92 | 0 | 100 | A722 Bar and Nut | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
Test 2 of 2
DIME Test ID: 2022-04-22-32-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 05/11/2022
Date Tested: 05/10/2022
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: A722 Bar and Nut
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 3/8 : 36mm | 1 | 1.58 | 174896.69 | 159.23 | 0 | 100 | A722 Bar and Nut | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
