Sample Record for 2019-06-21-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R23.8
Work Description: RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Roberto Castro Structure Rep.: Ching Chuang
Sample Information
DIME Sample ID: 2019-06-21-1
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: 06/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2019
The quantity of what the sample constitutes: 6 bars, 1 coupler, 6 hex nuts
A brief description of the sample: ATB A722 plus couplers and hardware
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: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: Unknown
System Manufacturer: Unknown
Epoxy Coating Color: NA
Threaded Bar Application:
Coating Standards: Uncoated
Bar Heat Number(s): 1000796073, 1000891061, 100891062
Nut Heat Number(s): 75072337 (64D1D)
Bar Lot Number: Unknown
Nut Lot Number: Unknown
Coupler Heat Number(s): C158181 (64U8D)
Coupler Grade: Unknown
Test Results
Test 1 of 8
DIME Test ID: 2019-06-21-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: #1 Bar Heat #100891061
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 1/2 : 65mm | NA | 4.819 | 156167.00 | 139.35 | 0 | 45.5 | #1 Bar Heat #100891061 | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 2 of 8
DIME Test ID: 2019-06-21-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: #1 Bar Heat# 100891062
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 | 5 | ASTM A722 Type II Deformed Bar 2 1/2 : 65mm | NA | 4.588 | 154240.36 | 142.52 | 0 | 43.5 | #1 Bar Heat# 100891062 | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 3 of 8
DIME Test ID: 2019-06-21-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: Bar 3 Heat # 100891062 with Coupler Bar Broke in Grip
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 | 7 | ASTM A722 Type II Deformed Bar 2 1/2 : 65mm | NA | 5.16 | 147966.57 | 135.51 | 0 | 0 | Bar 3 Heat # 100891062 with Coupler Bar Broke in Grip | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 4 of 8
DIME Test ID: 2019-06-21-1-4
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: #1 Bar Heat #100796073
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 1/2 : 65mm | NA | 4.823 | 152491.23 | 152.33 | 0 | 43.1 | #1 Bar Heat #100796073 | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 5 of 8
DIME Test ID: 2019-06-21-1-5
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: Bar 2 Heat#100796073 Elongation
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 1/2 : 65mm | NA | 5.16 | 152688.31 | 126.63 | 8 | 0 | Bar 2 Heat#100796073 Elongation | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 6 of 8
DIME Test ID: 2019-06-21-1-6
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: Bar 2 Heat#100891061 Elongation
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 2 1/2 : 65mm | NA | 5.16 | 158926.24 | 130.64 | 8.5 | 0 | Bar 2 Heat#100891061 Elongation | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 7 of 8
DIME Test ID: 2019-06-21-1-7
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/02/2019
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: Bar # 2 Heat# 100891062 Elongation
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 | 6 | ASTM A722 Type II Deformed Bar 2 1/2 : 65mm | NA | 5.16 | 157005.50 | 131.34 | 7 | 0 | Bar # 2 Heat# 100891062 Elongation | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|
Test 8 of 8
DIME Test ID: 2019-06-21-1-8
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 07/03/2019
Date Tested: 07/03/2019
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: Bar 3 Heat # 100891062 with Coupler Test Only
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 | 8 | ASTM A722 Type II Deformed Bar 2 1/2 : 65mm | NA | 5.16 | 158476.82 | 153.99 | -100 | 100 | Bar 3 Heat # 100891062 with Coupler Test Only | bewing |
| |
Temperature
|
72 f
|
UTM
|
2000kip
|