Sample Record for 2019-05-08-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212245 DEA: 024F8604 EFIS: 0213000043
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Joel Gasik Structure Rep.: Michael D Sears
Sample Information
DIME Sample ID: 2019-05-08-3
TL Number from the TL Form: C741532
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Retest
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/08/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops No. 6
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 3500003576
Hoop Manufacturer Lot Number(s): 350000357620
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 5'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 4
DIME Test ID: 2019-05-08-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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:
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 | H01 | #6/19mm | 0.44 | 43220 | 98230 | Bar Broke | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 2 of 4
DIME Test ID: 2019-05-08-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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 at Weld
Test Result Compliance:
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 | H01 | #6/19mm | 0.44 | 42920 | 97550 | Bar Broke at Weld | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 3 of 4
DIME Test ID: 2019-05-08-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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:
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 | H01 | #6/19mm | 0.44 | 42970 | 97660 | Bar Broke | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 4 of 4
DIME Test ID: 2019-05-08-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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:
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 | 4 | H01 | #6/19mm | 0.44 | 43290 | 98390 | Bar Broke | Brian |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|