Sample Record for 2019-05-29-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212993 DEA: 033F5304 EFIS: 0313000135
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-67.3
Work Description: ECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location Description: EL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Nathan Alterton Structure Rep.: Brandon Miller
Sample Information
DIME Sample ID: 2019-05-29-1
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: 05/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: A722 Threaded Bar
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Plain
Rebar Size:
Nut Specification for Threaded Bar: A519-06
System Manufacturer: Gerdau
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 6214940103
Nut Heat Number(s): A190307
Bar Lot Number: Unknown
Nut Lot Number: Unknown
Coupler Heat Number(s): 00A184095
Coupler Grade: A519-17
Test Results
Test 1 of 3
DIME Test ID: 2019-05-29-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/11/2019
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 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 3/4 : 46mm | L115-095-19 | 2.408 | 161246.06 | 146.23 | 0 | 27.4 | A722 Threaded Bar and Nut | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
Test 2 of 3
DIME Test ID: 2019-05-29-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
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 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 3/4 : 46mm | L115-095-19 | 2.58 | 162481.29 | 147.47 | 7.86 | 100 | A722 Threaded Bar and Nut | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
Test 3 of 3
DIME Test ID: 2019-05-29-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
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, 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 | | 3 | ASTM A722 Type II Deformed Bar 1 3/4 : 46mm | L115-095-19 | 2.58 | 162367.59 | 146.99 | 0 | 100 | A722 Threaded Bar, Nut, and Coupler | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
