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Sample Record for 2023-07-13-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-13-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Verification
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 07/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 15
A brief description of the sample: Machine Qualification H&H S#H6182
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Conco Reinforcing Benicia

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 3500032029
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 5'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: Conco Companies Benicia
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 8

DIME Test ID: 2023-07-13-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: 100 Cycle Ok necking
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
1No. 7/22mm10.65692394872100 Cycle Ok neckingrmacias
UTM 400kip
Temperature 72.00 f

Test 2 of 8

DIME Test ID: 2023-07-13-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: 100 Cycle
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
2No. 7/22mm10.65290488174100 Cycle rmacias
UTM 400kip
Temperature 72.00 f

Test 3 of 8

DIME Test ID: 2023-07-13-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: 100 Cycle Ok necking
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
3No. 7/22mm10.65669194484100 Cycle Ok neckingrmacias
UTM 400kip
Temperature 72.00 f

Test 4 of 8

DIME Test ID: 2023-07-13-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: 100 Cycle Ok necking
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
4No. 7/22mm10.65670794512100 Cycle Ok neckingrmacias
UTM 400kip
Temperature 72.00 f

Test 5 of 8

DIME Test ID: 2023-07-13-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: 100 Cycle Ok necking
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
5No. 7/22mm10.65689794828100 Cycle Ok neckingrmacias
UTM 400kip
Temperature 72.00 f

Test 6 of 8

DIME Test ID: 2023-07-13-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Break 1 Ok necking
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
6No. 7/22mm10.65678594641 Break 1 Ok neckingrmacias
UTM 400kip
Temperature 72.00 f

Test 7 of 8

DIME Test ID: 2023-07-13-2-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Break 2 Ok necking
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
7No. 7/22mm10.65686494774 Break 2 Ok neckingrmacias
UTM 400kip
Temperature 72.00 f

Test 8 of 8

DIME Test ID: 2023-07-13-2-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 12/29/2023
Date Tested: 08/29/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Break 3 Ok necking
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
8No. 7/22mm10.65697894963 Break 3 Ok neckingrmacias
UTM 400kip
Temperature 72.00 f