Sample Record for 2018-04-23-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211982 DEA: 060K4604 EFIS: 0612000105
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,99-57.3/57.8,43.9/44.6
Work Description: REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 320 Goddard Way Suite 150, Irvine, CA 92618
Resident Engineer: Fernando De Alba Structure Rep.: Eduardo Reyes
Sample Information
DIME Sample ID: 2018-04-23-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 04/23/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: Flash welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Tracy
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4073639
Hoop Manufacturer Lot Number(s): 1, 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 4' 5" 4' 2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: CMC Rebar (Tracy)
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 7
DIME Test ID: 2018-04-23-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke; 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 4-2 | 0.79 | 73310 | 92800 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 2 of 7
DIME Test ID: 2018-04-23-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke; 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 4-2 | 0.79 | 73820 | 93440 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 3 of 7
DIME Test ID: 2018-04-23-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke; 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 4-2 | 0.79 | 73780 | 93390 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 4 of 7
DIME Test ID: 2018-04-23-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke; 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 4-5 | 0.79 | 73570 | 93130 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 5 of 7
DIME Test ID: 2018-04-23-5-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke; 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 4-5 | 0.79 | 73500 | 93040 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 6 of 7
DIME Test ID: 2018-04-23-5-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke in Weld; 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 | | 3 | 1 | #8/25mm 4-5 | 0.79 | 64060 | 81090 | Bar Broke in Weld | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 7 of 7
DIME Test ID: 2018-04-23-5-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/27/2018
Date Tested: 04/27/2018
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 Broke; 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 | 1 | #8/25mm 4-5 | 0.79 | 73610 | 93180 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
