Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214245 DEA: 11404604 EFIS: 1114000049
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-56-5.6
Work Description: CONSTRUCT 2 LANES, STRUCTURAL CONCRETE BRIDGE.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO AT 0.5 MILE WEST OF CAMINO DEL SUR UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 16470 W. BERNARDO DRIVE, SAN DIEGO CA 92127
Resident Engineer: Genaro Genel Structure Rep.: Michael Charak
DIME Sample ID: 2020-01-23-2
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: 01/23/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 114 Available from Lot 1
A brief description of the sample: Flash welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Etiwanda
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4092869
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 5'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC
Welding Company: CMC Etiwanda
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2020-01-23-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/30/2020
Date Tested: 01/27/2020
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 | 8/25mm | 0.79 | 76846.23 | 97274 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-01-23-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/30/2020
Date Tested: 01/27/2020
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 | 8/25mm | 0.79 | 76825.30 | 97247 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
DIME Test ID: 2020-01-23-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/30/2020
Date Tested: 01/27/2020
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 | 3 | 8/25mm | 0.79 | 77175.24 | 97690 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72 f
|