Sample Record for 2017-04-11-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211794 DEA: 044G5104 EFIS: 0412000483
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-31.4,32.6
Work Description: BRIDGE CONSTRUCTION
Location Description: SOLANO COUNTY IN AND NEAR VACAVILLE AT MERIDIAN ROAD OVERCROSSING AND AT MIDWAY ROAD OVERCROSSING
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Quang Tran Structure Rep.: Joe De
Sample Information
DIME Sample ID: 2017-04-11-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Recertification
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 04/11/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2017
The quantity of what the sample constitutes: 10
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 Rebar Tracy CA
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4062820
Hoop Manufacturer Lot Number(s): 0
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: CMC Arizona
Welding Company: CMC Rebar (Tracy)
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 8
DIME Test ID: 2017-04-11-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: Broke at Weld
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Cycle-1 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 41246 | 93741 | Broke at Weld | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 2 of 8
DIME Test ID: 2017-04-11-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Cycle-2 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 41358 | 93995 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 3 of 8
DIME Test ID: 2017-04-11-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Cycle-3 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 39878 | 90632 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 4 of 8
DIME Test ID: 2017-04-11-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Cycle-4 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 41292 | 93845 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 5 of 8
DIME Test ID: 2017-04-11-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: Broke at Weld
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Break-1 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 39996 | 90900 | Broke at Weld | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 6 of 8
DIME Test ID: 2017-04-11-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Break-2 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 41555 | 94443 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 7 of 8
DIME Test ID: 2017-04-11-3-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: Broke at Weld
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Break-3 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 41245 | 93739 | Broke at Weld | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
Test 8 of 8
DIME Test ID: 2017-04-11-3-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 05/16/2017
Date Tested: 04/26/2017
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | Break-4 | 100 | #6/19mm | H&H Welders H6020R | 0.44 | 41551 | 94434 | necking okay | Brian |
| |
|
UTM
|
75KIP
|
|
Temperature
|
72 F
|
