Sample Record for 2021-05-19-1
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: 2021-05-19-1
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: Retest
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2021
The quantity of what the sample constitutes: 997
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1202017783
Hoop Manufacturer Lot Number(s): Lot 1, 3, 7
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 3'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor Utah
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 10
DIME Test ID: 2021-05-19-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 8/25mm | 0.79 | 72104.84 | 91272 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 10
DIME Test ID: 2021-05-19-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 1 | 8/25mm | 0.79 | 74875.81 | 94779 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 10
DIME Test ID: 2021-05-19-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: Broke in Weld
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 1 | 8/25mm | 0.79 | 70165.32 | 88817 | Broke in Weld | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 10
DIME Test ID: 2021-05-19-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: Broke in Weld
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 4 | 1 | 8/25mm | 0.79 | 54224.28 | 68638 | Broke in Weld | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 5 of 10
DIME Test ID: 2021-05-19-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 3 | 8/25mm | 0.79 | 73877.00 | 93515 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 6 of 10
DIME Test ID: 2021-05-19-1-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 3 | 8/25mm | 0.79 | 71831.94 | 90926 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 7 of 10
DIME Test ID: 2021-05-19-1-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 3 | 8/25mm | 0.79 | 72479.49 | 91746 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 8 of 10
DIME Test ID: 2021-05-19-1-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 7 | 8/25mm | 0.79 | 74518.16 | 94327 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 9 of 10
DIME Test ID: 2021-05-19-1-10
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 7 | 8/25mm | 0.79 | 82796.17 | 104805 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 10 of 10
DIME Test ID: 2021-05-19-1-11
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/25/2021
Date Tested: 05/21/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 7 | 8/25mm | 0.79 | 73508.02 | 93048 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
