Sample Record for 2016-12-15-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211070 DEA: 080Q3004 EFIS: 0800020191
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R17.1/R19.2
Work Description: REALIGN SECTION OF STATE ROUTE 138
Location Description: Near Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Amgad Benjamin Structure Rep.: Tim Flores
Sample Information
DIME Sample ID: 2016-12-15-11
TL Number from the TL Form: C750001
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: 12/15/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/03/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 500 510 Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC Gerdau
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #14
Coupler Model: 500 510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 58018522, 73091916, 74095974
Rebar Heat Number(s): 6502198302
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2016-12-15-11-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/05/2017
Date Tested: 01/04/2017
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: 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 | #14/43mm | 2.25 | -0.0095 | 212883 | 94615 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 2 of 3
DIME Test ID: 2016-12-15-11-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/05/2017
Date Tested: 01/04/2017
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: 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 | #14/43mm | 2.25 | 0 | 211998 | 94221 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 3 of 3
DIME Test ID: 2016-12-15-11-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/05/2017
Date Tested: 01/04/2017
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: 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 | #14/43mm | 2.25 | 0 | 212283 | 94348 | necking okay | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
