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Sample Record for 2019-10-14-1

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Project Information

Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Manoharan Selvendran Structure Rep.: Travis Christie

Sample Information

DIME Sample ID: 2019-10-14-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 10/14/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2019
The quantity of what the sample constitutes: 8
A brief description of the sample: #8 ASTM A706 GR60 Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Etiwanda

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 9001954
Hoop Manufacturer Lot Number(s): Lot 17 and Lot 22
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 8'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Rebar Rancho Cucamonga
Welding Company: CMC Etiwanda
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 6

DIME Test ID: 2019-10-14-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/21/2019
Date Tested: 10/21/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1178/25mm0.7979880.50101115Bar Broke, Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 2 of 6

DIME Test ID: 2019-10-14-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/21/2019
Date Tested: 10/21/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2178/25mm0.7979679.69100860Bar Broke, Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 3 of 6

DIME Test ID: 2019-10-14-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/21/2019
Date Tested: 10/21/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3178/25mm0.7979978.83101239Bar Broke, Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 4 of 6

DIME Test ID: 2019-10-14-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/21/2019
Date Tested: 10/21/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1228/25mm0.7976825.5697248Bar Broke, Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 5 of 6

DIME Test ID: 2019-10-14-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/21/2019
Date Tested: 10/21/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2228/25mm0.7976793.5397207Bar Broke, Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 6 of 6

DIME Test ID: 2019-10-14-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/21/2019
Date Tested: 10/21/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3228/25mm0.7975954.3096145Bar Broke, Ok Neckingbewing
UTM 400kip
Temperature 72 f

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.