Sample Record for 2017-09-15-1
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: 2017-09-15-1
TL Number from the TL Form: C627628
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Retest
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 09/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 9 Bar Lock Rebar Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Dayton Superior
Material Information
Production or Authorization Testing: Retest
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 9
Coupler Model: Bar Lock Stanard Coupler
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 73100821
Rebar Heat Number(s): 4067683
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2017-09-15-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/15/2017
Date Tested: 09/15/2017
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: Service Splice
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 | #9/29mm | 1 | -0.0046 | 89061 | 89061 | Service Splice | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 2 of 4
DIME Test ID: 2017-09-15-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/15/2017
Date Tested: 09/15/2017
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: Service Splice
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 | #9/29mm | 1 | 0 | 88859 | 88859 | Service Splice | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 3 of 4
DIME Test ID: 2017-09-15-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/15/2017
Date Tested: 09/15/2017
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: Service Splice
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 | #9/29mm | 1 | 0 | 97949 | 97949 | Service Splice | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 4 of 4
DIME Test ID: 2017-09-15-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/15/2017
Date Tested: 09/15/2017
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: Service Splice
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 | 1 | #9/29mm | 1 | 0 | 87049 | 87049 | Service Splice | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
