Sample Record for 2023-10-06-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994245 DEA: 051H4304 EFIS: 0516000073
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-21.4/21.9
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGES.
Location Description: SANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Manny Yogarajah Structure Rep.: Fabian Velasco
Sample Information
DIME Sample ID: 2023-10-06-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 10/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2023
The quantity of what the sample constitutes: 10 Lots (1500 Hoops)
A brief description of the sample: #6 1'-6
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1202049061
Hoop Manufacturer Lot Number(s): Lots 45 and 51
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 1'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor Utah
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2023-10-06-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/12/2023
Date Tested: 10/09/2023
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: 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 | 45 | 6/19mm | 0.44 | 41461.16 | 94230 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2023-10-06-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/12/2023
Date Tested: 10/09/2023
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: 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 | | 2 | 45 | 6/19mm | 0.44 | 41065.97 | 93332 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2023-10-06-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/12/2023
Date Tested: 10/09/2023
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: 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 | 45 | 6/19mm | 0.44 | 41029.54 | 93249 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2023-10-06-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/12/2023
Date Tested: 10/09/2023
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: 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 | 51 | 6/19mm | 0.44 | 41334.57 | 93942 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2023-10-06-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/12/2023
Date Tested: 10/09/2023
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: 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 | | 2 | 51 | 6/19mm | 0.44 | 41307.87 | 93882 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2023-10-06-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/12/2023
Date Tested: 10/09/2023
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: 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 | 51 | 6/19mm | 0.44 | 42126.15 | 95741 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
