Sample Record for 2018-06-30-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212741 DEA: 020E1804 EFIS: 0200000022
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-29.8/30.2
Work Description: BRIDGE REPLACEMENT
Location Description: PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Contractor Name: Q&D CONSTRUCTION, INC.
Contractor Address: P.O Box 10865, Reno, NV 89510
Resident Engineer: Ryan Johnson Structure Rep.: Matt Crete
Sample Information
DIME Sample ID: 2018-06-30-8
TL Number from the TL Form: C931426 C931428
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 - Couplers
Sample Taken Date: 06/30/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: Couplers
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Confab HRC
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Confab HRC
Rebar Size: 10
Coupler Model: HRC 500 510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 75070365, 75069694
Rebar Heat Number(s): 4073764
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2018-06-30-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/03/2018
Date Tested: 07/02/2018
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 | 1 | 1 | #10/32mm | 1.27 | -0.0021 | 118342 | 93183 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 2 of 6
DIME Test ID: 2018-06-30-8-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/03/2018
Date Tested: 07/02/2018
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 | 2 | 1 | #10/32mm | 1.27 | 0 | 117374 | 92420 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 3 of 6
DIME Test ID: 2018-06-30-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/03/2018
Date Tested: 07/02/2018
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 | 1 | #10/32mm | 1.27 | 0 | 116763 | 91939 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 4 of 6
DIME Test ID: 2018-06-30-8-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/03/2018
Date Tested: 07/02/2018
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 | 1 | 2 | #10/32mm | 1.27 | -0.0064 | 119196 | 93855 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 5 of 6
DIME Test ID: 2018-06-30-8-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/03/2018
Date Tested: 07/02/2018
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 | 2 | 2 | #10/32mm | 1.27 | 0 | 117326 | 92383 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 6 of 6
DIME Test ID: 2018-06-30-8-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/03/2018
Date Tested: 07/02/2018
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 | 2 | #10/32mm | 1.27 | 0 | 117898 | 92833 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|