Sample Record for 2020-08-24-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214112 DEA: 120Q8104 EFIS: 1217000110
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-241-23.1
Work Description: CONSTRUCT RETAINING WALL, CURB RAMPS AND SIDEWALKS.
Location Description: ORANGE COUNTY IN LAKE FOREST ON ROUTE 241 AT ALTON PARKWAY
Contractor Name: RSB GROUP INC
Contractor Address: 20331 LAKE FOREST DR #C13, LAKE FOREST CA 92630
Resident Engineer: Peter Shieh Structure Rep.: Kugan Ramanathan
Sample Information
DIME Sample ID: 2020-08-24-1
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: 08/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2020
The quantity of what the sample constitutes: 50
A brief description of the sample: 1" Threaded Bar
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag Systems
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: #8
Nut Specification for Threaded Bar: A519
System Manufacturer: Dywidag Systems
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 6215010903
Nut Heat Number(s): 71079906
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s): 73115929
Coupler Grade: 17
Test Results
Test 1 of 4
DIME Test ID: 2020-08-24-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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 | | 1 | ASTM A722 Type II Deformed Bar 1 : 26mm | 6215010903 | 0.728 | 165332.67 | 157.33 | 0 | 42 | A722 Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 4
DIME Test ID: 2020-08-24-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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 Threaded 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 : 26mm | 6215010903 | 0.85 | 163759.26 | 150.27 | 0 | 0 | A722 Threaded Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 4
DIME Test ID: 2020-08-24-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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 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 | | 3 | ASTM A722 Type II Deformed Bar 1 : 26mm | 6215010903 | 0.85 | 163112.73 | 149.40 | 0 | 100 | A722 Bar and Coupler | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 4
DIME Test ID: 2020-08-24-1-4
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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
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 | | 4 | ASTM A722 Type II Deformed Bar 1 : 26mm | 6215010903 | 0.85 | 162179.12 | 145.41 | 10 | 100 | A722 Bar & Nut | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
