Sample Record for 2018-05-14-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2018-05-14-8
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 - Couplers
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: 8
A brief description of the sample: Erico Standard Coupler
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Erico Lenton
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Erico
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 4, 8
Coupler Model: Standard Coupler
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): LA-846, LA-836, LA-873
Rebar Heat Number(s): 283716, SE16103928
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 8
DIME Test ID: 2018-05-14-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
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 okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 10K cycle-1 | 10000 | #4/13mm | N/A | 0.0016 | 0.2 | 18697 | 93485 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
|
Halo ID
|
Small
|
Test 2 of 8
DIME Test ID: 2018-05-14-8-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
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 okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Cycle-2 | 100 | #4 | NA | 0 | 0.2 | 18630 | 93150 | necking okay | Fred |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
|
Halo ID
|
samller Use on 10K
|
Test 3 of 8
DIME Test ID: 2018-05-14-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
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 okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | LA-846 | #4/13mm | 0.2 | 0 | 18677 | 93385 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
75KIP
|
|
Halo ID
|
Smaller used on 10K
|
Test 4 of 8
DIME Test ID: 2018-05-14-8-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
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 okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 4 | LA-846 | #4/13mm | 0.2 | 0 | 18603 | 93015 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
75KIP
|
|
Halo ID
|
Smaller used on 10K
|
Test 5 of 8
DIME Test ID: 2018-05-14-8-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/21/2018
Date Tested: 05/18/2018
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: 10K Break
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 10K-1 | 100 | #8/25mm | LA836, LA-873 | 0 | 0.79 | 75263 | 95270 | 10K Break | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
|
Halo ID
|
Small
|
Test 6 of 8
DIME Test ID: 2018-05-14-8-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/21/2018
Date Tested: 05/18/2018
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: 100 Cycle, Necking Ok
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 100 | #8/25mm | LA836, LA-873 | 0.0025 | 0.79 | 74914 | 94828 | 100 Cycle, Necking Ok | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
|
Halo ID
|
Small
|
Test 7 of 8
DIME Test ID: 2018-05-14-8-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/21/2018
Date Tested: 05/18/2018
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) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 100 | #8/25mm | LA836, LA-873 | 0 | 0.79 | 75172 | 95154 | Necking Ok | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
|
Halo ID
|
Small
|
Test 8 of 8
DIME Test ID: 2018-05-14-8-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/21/2018
Date Tested: 05/18/2018
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) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 4 | 100 | #8/25mm | LA836, LA-873 | 0 | 0.79 | 75042 | 94990 | Necking Ok | Fred |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
|
Halo ID
|
Small
|
