Sample Record for 2016-06-09-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210277 DEA: 051F8904 EFIS: 0514000072
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-28.0/28.4
Work Description: CONSTRUCT VIADUCT.
Location Description: MONTEREY COUNTY NEAR LUCIA FROM 0.1 MILE SOUTH OF BIG CREEK BRIDGE TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE
Contractor Name: RGW CONSTRUCTION, INC
Contractor Address: 550 GREENVILLE ROAD, LIVEMORE, CA 94550
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno
Sample Information
DIME Sample ID: 2016-06-09-3
TL Number from the TL Form: C711152
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 - Welded Hoops
Sample Taken Date: 06/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Salinas
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): SE13100039
Hoop Manufacturer Lot Number(s): H06
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 3'-3"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Harris Salinas
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2016-06-09-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/10/2016
Date Tested: 06/10/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | H06 | #6/19mm | 0.44 | 47280 | 107450 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 2 of 3
DIME Test ID: 2016-06-09-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/10/2016
Date Tested: 06/10/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | H06 | #6/19mm | 0.44 | 45970 | 104480 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 3 of 3
DIME Test ID: 2016-06-09-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/10/2016
Date Tested: 06/10/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | H06 | #6/19mm | 0.44 | 45800 | 104090 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
