Sample Record for 2017-05-15-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 7428 DEA: 07215944 EFIS: 0700001834
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-4.0/5.9
Work Description: RECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location Description: LOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Jerome Arabe Structure Rep.: Amare Tsegie
Sample Information
DIME Sample ID: 2017-05-15-7
TL Number from the TL Form: C970925
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding Gerdau
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 65026862
Hoop Manufacturer Lot Number(s): 29, 34
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 3'-7.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Gerdau
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2017-05-15-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2017
Date Tested: 05/18/2017
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: Bar Broke; 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 | 29 | #8/25mm | 0.79 | 80220 | 101540 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 2 of 6
DIME Test ID: 2017-05-15-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2017
Date Tested: 05/18/2017
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: Bar Broke; 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 | 29 | #8/25mm | 0.79 | 80000 | 101270 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 3 of 6
DIME Test ID: 2017-05-15-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2017
Date Tested: 05/18/2017
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: Bar Broke; 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 | 29 | #8/25mm | 0.79 | 80750 | 102220 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 4 of 6
DIME Test ID: 2017-05-15-7-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2017
Date Tested: 05/18/2017
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: Bar Broke; 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 | 34 | #8/25mm | 0.79 | 74980 | 94910 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 5 of 6
DIME Test ID: 2017-05-15-7-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2017
Date Tested: 05/18/2017
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: Bar Broke; 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 | 34 | #8/25mm | 0.79 | 74280 | 94030 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 6 of 6
DIME Test ID: 2017-05-15-7-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2017
Date Tested: 05/18/2017
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: Bar Broke; 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 | 34 | #8/25mm | 0.79 | 75250 | 95250 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
