Print Report | Back to Sample Detail

Sample Record for 2017-04-12-2

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: 2017-04-12-2
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: 04/12/2017
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): 4060483
Hoop Manufacturer Lot Number(s): 0
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 4
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: 2017-04-12-2-1
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-1100#4/13mmH&H Welders H6020R0.21949697480necking okayBrian
UTM 75KIP
Temperature 72 F

Test 2 of 8

DIME Test ID: 2017-04-12-2-2
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
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-2100#4/13mmH&H Welders H6020R0.21950697530necking okayBrian
UTM 75KIP
Temperature 72 F

Test 3 of 8

DIME Test ID: 2017-04-12-2-3
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
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-3100#4/13mmH&H Welders H6020R0.21947297360necking okayBrian
UTM 75KIP
Temperature 72 F

Test 4 of 8

DIME Test ID: 2017-04-12-2-4
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
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-4100#4/13mmH&H Welders H6020R0.21943697180necking okayBrian
UTM 75KIP
Temperature 72 F

Test 5 of 8

DIME Test ID: 2017-04-12-2-5
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-1100#4/13mmH&H Welders H6020R0.21917095850necking okayBrian
UTM 75KIP
Temperature 72 F

Test 6 of 8

DIME Test ID: 2017-04-12-2-6
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
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-2100#4/13mmH&H Welders H6020R0.21915995795necking okayBrian
UTM 75KIP
Temperature 72 F

Test 7 of 8

DIME Test ID: 2017-04-12-2-7
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-3100#4/13mmH&H Welders H6020R0.21956097800necking okayBrian
UTM 75KIP
Temperature 72 F

Test 8 of 8

DIME Test ID: 2017-04-12-2-8
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
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-4100#4/13mmH&H Welders H6020R0.21948297410necking okayBrian
UTM 75KIP
Temperature 72 F