Sample Record for 2017-03-02-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211467 DEA: 11409804 EFIS: 1112000050
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-1.5/12.2
Work Description: PAVE GORE AREAS, CONSTRUCT PULLOUTS AND CONCRETE BARRIER.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL OVERCROSSING TO 0.1 MILE EAST OF SAN MARCOS BOULEVARD UNDERCROSSING
Contractor Name: PAL GENERAL ENGINEERING INC
Contractor Address: 5374 Eastgate Mall, San Diego, CA 92122
Resident Engineer: Gary Levine Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-03-02-2
TL Number from the TL Form: C741352
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 03/02/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2017
The quantity of what the sample constitutes: 12
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar Evraz
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 582535, 582548
Hoop Manufacturer Lot Number(s): H01, H02, H03
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 4, 5
Diameter of Hoop: 2'-2", 2'-8", 3'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Evraz
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 9
DIME Test ID: 2017-03-02-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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: necking okay
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 | H01 | #4/13mm | 0.2 | 18133 | 90660 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 2 of 9
DIME Test ID: 2017-03-02-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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: necking okay
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 | H01 | #4/13mm | 0.2 | 17991 | 89960 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 3 of 9
DIME Test ID: 2017-03-02-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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: necking okay
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 | H01 | #4/13mm | 0.2 | 18524 | 92620 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 4 of 9
DIME Test ID: 2017-03-02-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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 | H02 | #5/16mm | 0.31 | 27520 | 88770 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 5 of 9
DIME Test ID: 2017-03-02-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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 | H02 | #5/16mm | 0.31 | 27490 | 88680 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 6 of 9
DIME Test ID: 2017-03-02-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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 | H02 | #5/16mm | 0.31 | 27440 | 88520 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 7 of 9
DIME Test ID: 2017-03-02-2-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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 | H03 | #5/16mm | 0.31 | 27470 | 88610 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 8 of 9
DIME Test ID: 2017-03-02-2-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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 | H03 | #5/16mm | 0.31 | 27690 | 89320 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 9 of 9
DIME Test ID: 2017-03-02-2-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/06/2017
Date Tested: 03/06/2017
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 | H03 | #5/16mm | 0.31 | 27550 | 88870 | Bar Broke | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
