Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993235 DEA: 051H4504 EFIS: 0516000075
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-R31.8/R32.1
Work Description: CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Jeffery Finn Structure Rep.: Emiliano Berntsen
DIME Sample ID: 2022-03-31-2
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: 03/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2022
The quantity of what the sample constitutes: 812 pcs
A brief description of the sample: #6 4'-2"
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez steel
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 324021
Hoop Manufacturer Lot Number(s): Lots 1 and 6
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 4'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade Steel
Welding Company: Martinez Steel
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2022-03-31-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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 | 40059.20 | 91044 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2022-03-31-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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 | 40200.39 | 91365 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2022-03-31-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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 | 40131.87 | 91209 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2022-03-31-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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 | 6 | 6/19mm | 0.44 | 42765.48 | 97194 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2022-03-31-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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 | 6 | 6/19mm | 0.44 | 42652.39 | 96937 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2022-03-31-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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: broke in heat affected area
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 | 6 | 6/19mm | 0.44 | 42794.40 | 97260 | broke in heat affected area | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2022-03-31-2-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/15/2022
Date Tested: 04/12/2022
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 | 4 | 6 | 6/19mm | 0.44 | 43152.08 | 98073 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|