Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993237 DEA: 051K0604 EFIS: 0518000115
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-10.8
Work Description: EXTEND SIDE HILL VIADUCT.
Location Description: SANTA CRUZ COUNTY NEAR BROOKDALE AT SIDEHILL VIADUCT BRIDGE
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Gareth Gill Structure Rep.: James Wilcenski
DIME Sample ID: 2021-12-01-2
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: 12/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2021
The quantity of what the sample constitutes: 8 hoops from lot 1 and 2
A brief description of the sample: #6 hoop 2'-0" dia.
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): 091221
Hoop Manufacturer Lot Number(s): Lots 1 and 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade Steel
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2021-12-01-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/09/2021
Date Tested: 12/07/2021
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 | 6/19mm | 0.44 | 42339.64 | 96226 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-12-01-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/09/2021
Date Tested: 12/07/2021
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 | 6/19mm | 0.44 | 42335.22 | 96216 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-12-01-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/09/2021
Date Tested: 12/07/2021
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 | 6/19mm | 0.44 | 41889.57 | 95204 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-12-01-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/09/2021
Date Tested: 12/07/2021
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 | 6/19mm | 0.44 | 42253.31 | 96030 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-12-01-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/09/2021
Date Tested: 12/07/2021
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 | 6/19mm | 0.44 | 42535.72 | 96672 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2021-12-01-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/09/2021
Date Tested: 12/07/2021
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 | 6/19mm | 0.44 | 42460.88 | 96502 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|