Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213958 DEA: 010F9604 EFIS: 0116000109
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-124.5
Work Description: LITTLE LOST MAN FISH PASSAGE
Location Description: HUMBOLDT COUNTY NEAR ORICK 0.2 MILE SOUTH OF LOST MAN CREEK BRIDGE
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Rd., Arcata, CA 95521
Resident Engineer: Karen Sanders Structure Rep.: Brian Cinkutis
DIME Sample ID: 2020-04-17-2
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: 04/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2020
The quantity of what the sample constitutes: 3 Lots (380 Hoops)
A brief description of the sample: #5x 2'-6" Dia Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1912184
Hoop Manufacturer Lot Number(s): Lot 1 - 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #5
Diameter of Hoop: 2'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Vinton Steel
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2020-04-17-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/21/2020
Date Tested: 04/21/2020
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 | 1 | 5/16mm | 0.31 | 30614.71 | 98757 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-04-17-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/21/2020
Date Tested: 04/21/2020
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 | 1 | 5/16mm | 0.31 | 29754.90 | 95984 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-04-17-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/21/2020
Date Tested: 04/21/2020
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 | 1 | 5/16mm | 0.31 | 30577.88 | 98638 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-04-17-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/21/2020
Date Tested: 04/21/2020
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 | 2 | 5/16mm | 0.31 | 30200.48 | 97421 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-04-17-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/21/2020
Date Tested: 04/21/2020
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 | 2 | 5/16mm | 0.31 | 30500.34 | 98388 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-04-17-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/21/2020
Date Tested: 04/21/2020
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 | 2 | 5/16mm | 0.31 | 30137.29 | 97217 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|