Sample Record for 2022-08-24-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993279 DEA: 010E0904 EFIS: 0113000123
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-20-33.3/34.4
Work Description: CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310)
Location Description: MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144
Contractor Name: Myers & Sons Construction LLC
Contractor Address: 4600 Northgate Blvd, Suite 100, Sacramento, CA 95838
Resident Engineer: Geoffrey Wright Structure Rep.: Kari Forbes
Sample Information
DIME Sample ID: 2022-08-24-7
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: 08/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2022
The quantity of what the sample constitutes: 476
A brief description of the sample: #8 5'-2" welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4121547
Hoop Manufacturer Lot Number(s): 1-4
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 Arizona
Welding Company: Caltrans
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2022-08-24-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/01/2022
Date Tested: 09/01/2022
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 | 8/25mm | 0.79 | 75434.04 | 95486 | Ok Necking | bewing |
| |
|
UTM
|
450kip
|
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2022-08-24-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/01/2022
Date Tested: 09/01/2022
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 | 8/25mm | 0.79 | 73926.15 | 93577 | Ok Necking | bewing |
| |
|
UTM
|
450kip
|
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2022-08-24-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/01/2022
Date Tested: 09/01/2022
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 | 8/25mm | 0.79 | 74007.53 | 93680 | Ok Necking | bewing |
| |
|
UTM
|
450kip
|
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2022-08-24-7-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/01/2022
Date Tested: 09/01/2022
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 | 3 | 8/25mm | 0.79 | 71777.17 | 90857 | Ok Necking | bewing |
| |
|
UTM
|
450kip
|
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2022-08-24-7-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/01/2022
Date Tested: 09/01/2022
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 | 3 | 8/25mm | 0.79 | 73006.09 | 92413 | Ok Necking | bewing |
| |
|
UTM
|
450kip
|
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2022-08-24-7-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/01/2022
Date Tested: 09/01/2022
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 | 3 | 8/25mm | 0.79 | 72570.78 | 91862 | Ok Necking | bewing |
| |
|
UTM
|
450kip
|
|
Temperature
|
72 f
|
