Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2021-12-27-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Authorization
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 12/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/27/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 300
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: HRC 300
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 10020686520
Rebar Heat Number(s): 9001005
Rebar Size 2 : 8
Coupler Unique ID:
DIME Test ID: 2021-12-27-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 03/18/2022
Date Tested: 03/17/2022
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, Slip and Tensile
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 | | 1 | | No. 8/25mm | 1 | -0.0001 | 0.79 | 79491 | 100622 | 100 Cycle, Slip and Tensile | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
DIME Test ID: 2021-12-27-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 03/18/2022
Date Tested: 03/17/2022
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: Break-1
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 | | No. 8/25mm | 1 | 0 | 0.79 | 79169 | 100214 | Break-1 | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
DIME Test ID: 2021-12-27-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 03/18/2022
Date Tested: 03/17/2022
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: Break-2
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 | | No. 8/25mm | 1 | 0 | 0.79 | 79141 | 100179 | Break-2 | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
DIME Test ID: 2021-12-27-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 03/18/2022
Date Tested: 03/17/2022
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: 10,000 Cycle 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 | | 4 | | No. 8/25mm | 1 | 0 | 0.79 | 77880 | 98583 | 10,000 Cycle Break | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
