Sample Record for 2021-09-07-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405,73,405,605-9.3/24.3
Work Description: (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location Description: Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
Contractor Name: OC 405 Partners
Contractor Address: 3100 W Lake Center Dr, Santa Ana, CA 92704
Resident Engineer: Hank Alonso (reports) Structure Rep.: Alex Angha (reports)
Sample Information
DIME Sample ID: 2021-09-07-1
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 - Welded Hoops
Sample Taken Date: 09/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2021
The quantity of what the sample constitutes: 300
A brief description of the sample: Resistance Butt Welded Hoops
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Etiwanda
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 4110517
Hoop Manufacturer Lot Number(s): 1A and 3A
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 10'-9.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel Texas
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 7
DIME Test ID: 2021-09-07-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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 | 75594.79 | 95690 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 2 of 7
DIME Test ID: 2021-09-07-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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 | 75578.20 | 95669 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 3 of 7
DIME Test ID: 2021-09-07-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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 | 1 | 8/25mm | 0.79 | 75229.33 | 95227 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 4 of 7
DIME Test ID: 2021-09-07-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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: Borke in Heat Affected Zone NO 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 | 76270.25 | 96545 | Borke in Heat Affected Zone NO Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 5 of 7
DIME Test ID: 2021-09-07-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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 | 76259.54 | 96531 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 6 of 7
DIME Test ID: 2021-09-07-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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 | 76174.28 | 96423 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 7 of 7
DIME Test ID: 2021-09-07-1-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/14/2021
Date Tested: 09/10/2021
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 | 4 | 3 | 8/25mm | 0.79 | 76472.20 | 96800 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|