Sample Record for 2022-10-04-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993779 DEA: 051K7204 EFIS: 0519000001
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41-3.1
Work Description: CONSTRUCT SOLDIER PILE RETAINING WALL.
Location Description: SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT 3.1 MILES NORTH OF ROUTE 1/41 SEPARATION
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: Matthew Tallone Structure Rep.: Alex Martinez
Sample Information
DIME Sample ID: 2022-10-04-7
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: 10/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: 1" Thread Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 18
Threaded Bar Type: Deformed
Rebar Size:
Nut Specification for Threaded Bar: A519 Gr. 1026
System Manufacturer: DYWIDAG
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 62152832/03
Nut Heat Number(s): A220390
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s): A220385
Coupler Grade: 1026
Test Results
Test 1 of 2
DIME Test ID: 2022-10-04-7-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/13/2022
Date Tested: 10/13/2022
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, 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 : 26mm | 62152832/03 | 0.85 | 163300.47 | 150.25 | 6.25 | 100 | A722 Bar, Nut, and Coupler | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 2
DIME Test ID: 2022-10-04-7-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 10/13/2022
Date Tested: 10/13/2022
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 : 26mm | 62152832/03 | 0.753 | 161713.81 | 148.60 | 0 | 42 | A722 Bar and Nut | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
