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Sample Record for 2019-01-14-4

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

Project Information

Project ID: 212888 DEA: 07202124 EFIS: 0700020870 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-20.9/24.6
Work Description: PAVEMENT REHABILITATION AND BRIDGE WIDENING
Location Description: LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
Contractor Name: FLATIRON WEST, INC.
Contractor Address: 15335 Fairfield Ranch Road, Suite 200, Chino Hills, CA 91709
Resident Engineer: Peter Lee Structure Rep.: James Holloway

Sample Information

DIME Sample ID: 2019-01-14-4
TL Number from the TL Form: Unknown
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 - Couplers
Sample Taken Date: 01/14/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2019
The quantity of what the sample constitutes: 256 Bars
A brief description of the sample: HRC 500/510
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Etiwanda

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: CMC Rebar Etiwanda
Rebar Size: 14
Coupler Model: HRC 500 /510 XTender
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: NA
Rebar Hoop Fabricator: NA
Coupler Component Heat/Lot Number(s): A162884 / 73101431
Rebar Heat Number(s): 6502943903
Rebar Size 2 :

Test Results

Test 1 of 6

DIME Test ID: 2019-01-14-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/18/2019
Date Tested: 01/18/2019
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11#14/43mm2.25-0.0056228539101570necking okayBrian
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 2 of 6

DIME Test ID: 2019-01-14-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/18/2019
Date Tested: 01/18/2019
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
21#14/43mm2.250233924103970necking okayBrian
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 3 of 6

DIME Test ID: 2019-01-14-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/18/2019
Date Tested: 01/18/2019
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
31#14/43mm2.250226823100810necking okayBrian
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 4 of 6

DIME Test ID: 2019-01-14-4-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/18/2019
Date Tested: 01/18/2019
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12#14/43mm2.25-0.0067227852101270necking okayBrian
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 5 of 6

DIME Test ID: 2019-01-14-4-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/18/2019
Date Tested: 01/18/2019
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
22#14/43mm2.250227420101080necking okayBrian
Temperature 72 F
UTM 2000KIP
Halo ID Big

Test 6 of 6

DIME Test ID: 2019-01-14-4-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/18/2019
Date Tested: 01/18/2019
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
32#14/43mm2.250227728101210necking okayBrian
Temperature 72 F
UTM 2000KIP
Halo ID Big

Tests Assigned to this Sample

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