Sample Record for 2019-07-23-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213595 DEA: 044G8804 EFIS: 0413000058
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-10.7
Work Description: SEISMIC RETROFIT , REPLACE APPROACH SLABS AND EROSION CONTROL
Location Description: ALAMEDA COUNTY IN FREMONT AT CRANDALL CREEK BRIDGE.
Contractor Name: Disney Construction
Contractor Address: 533 airport Blvd, Suite 120, Burlingame, CA 94010
Resident Engineer: Linda Phoen Structure Rep.: Vincent Tang
Sample Information
DIME Sample ID: 2019-07-23-2
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: 07/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 2 1/4" threaded bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: ASTM A29/A576
System Manufacturer: Nucor
Epoxy Coating Color: NA
Threaded Bar Application:
Coating Standards: Uncoated
Bar Heat Number(s): 100894503
Nut Heat Number(s): L9135
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s): MM19101079
Coupler Grade: ASTM A29
Test Results
Test 1 of 3
DIME Test ID: 2019-07-23-2-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/30/2019
Date Tested: 07/30/2019
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 Bar & 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 2 1/4 : 57mm | NA | 4.08 | 145814.96 | 139.65 | 0 | 100 | A722 Bar & Coupler | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
Test 2 of 3
DIME Test ID: 2019-07-23-2-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/30/2019
Date Tested: 07/30/2019
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 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 | | 1 | ASTM A722 Type II Deformed Bar 2 1/4 : 57mm | NA | 3.733 | 159060.48 | 149.57 | 0 | 42.4 | A722 Bar & Nut | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
Test 3 of 3
DIME Test ID: 2019-07-23-2-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/30/2019
Date Tested: 07/30/2019
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 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 | | 2 | ASTM A722 Type II Deformed Bar 2 1/4 : 57mm | NA | 4.08 | 156329.53 | 140.48 | 6.67 | 100 | A722 Bar & Nut | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
