Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
DEA: No Project
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2018-05-14-10
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 05/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2018
The quantity of what the sample constitutes: 16
A brief description of the sample: End Anchors
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Erico Nucor, Cascade
Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): 283716, SE16104115, SE1610357301, SE16103928
Head Manufacturer Lot Number(s): LA-870, 872, 884, 835
Rebar Size: 4, 6, 7, 8
Headed Bar Model Name: DR14
Size of Head: Full Size - 9x
Head Connection Type: Inertia Weld
Head Shape: Circular
Rebar Manufacturer: Cascade Nucor
Head Manufacturer: Erico
Head Fabricator: Erico Lention
Material Standard Code: ASTM A706
Headed Bar Unique ID:
DIME Test ID: 2018-05-14-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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 | #4/13mm | End Anchor LA-870 | 0.2 | 18734 | 93670 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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-2 | 100 | #4/13mm | End Anchor LA-870 | 0.2 | 18498 | 92490 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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-3 | 100 | #4/13mm | End Anchor LA-870 | 0.2 | 18561 | 92805 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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-4 | 100 | #4/13mm | End Anchor LA-870 | 0.2 | 18426 | 92130 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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 | #6/19mm | End Anchor LA-872 | 0.44 | 43339 | 98498 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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-2 | 100 | #6/19mm | End Anchor LA-872 | 0.44 | 43195 | 98170 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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-3 | 100 | #6/19mm | End Anchor LA-872 | 0.44 | 43481 | 98820 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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-4 | 100 | #6/19mm | End Anchor LA-872 | 0.44 | 43304 | 98418 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/16/2018
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: 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 | End Anchor LA-884 | 0.6 | 59630 | 99383 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-10
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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-2 | 100 | #7/22mm | End Anchor LA-884 | 0.6 | 59629 | 99382 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-11
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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-3 | 100 | #7/22mm | End Anchor LA-884 | 0.6 | 59521 | 99202 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-12
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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-4 | 100 | #7/22mm | End Anchor LA-884 | 0.6 | 59546 | 99243 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-13
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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 | #8/25mm | End Anchor LA-835 | 0.79 | 75338 | 95365 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-14
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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-2 | 100 | #8/25mm | End Anchor LA-835 | 0.79 | 75364 | 95397 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-15
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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-3 | 100 | #8/25mm | End Anchor LA-835 | 0.79 | 75463 | 95523 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-10-16
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/21/2018
Date Tested: 05/17/2018
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: 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-4 | 100 | #8/25mm | End Anchor LA-835 | 0.79 | 75645 | 95753 | NECKING OK | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
