Sample Record for 2017-08-15-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211616 DEA: 050G0404 EFIS: 0500020020
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Work Description: ROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location Description: SAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Andrew Borrelli Structure Rep.: Garret Hilton
Sample Information
DIME Sample ID: 2017-08-15-4
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Recertification
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2017
The quantity of what the sample constitutes: 10 hoops
A brief description of the sample: Annual Machine Qualification
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 6502682202
Hoop Manufacturer Lot Number(s): 1R
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 7
Diameter of Hoop: 2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Gerdau
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 8
DIME Test ID: 2017-08-15-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Cycle-1 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61023 | 101705 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 2 of 8
DIME Test ID: 2017-08-15-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Cycle-2 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61112 | 101853 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 3 of 8
DIME Test ID: 2017-08-15-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Cycle-3 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61223 | 102038 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 4 of 8
DIME Test ID: 2017-08-15-4-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Cycle-4 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61216 | 102027 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 5 of 8
DIME Test ID: 2017-08-15-4-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Break-5 | 100 | #7/22mm | Mach #H5746R | 0.6 | 60935 | 101558 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 6 of 8
DIME Test ID: 2017-08-15-4-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Break-6 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61192 | 101987 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 7 of 8
DIME Test ID: 2017-08-15-4-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Break-7 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61177 | 101962 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 8 of 8
DIME Test ID: 2017-08-15-4-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 09/07/2017
Date Tested: 08/17/2017
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 OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | Break-8 | 100 | #7/22mm | Mach #H5746R | 0.6 | 61986 | 103310 | NECKING OK | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|