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Sample Record for 2019-01-18-1

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

Project Information

Project ID: 212600 DEA: 07293704 EFIS: 0713000239 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110,405-8.0/9.0,12.2/13.2
Work Description: WIDEN SHOULDER AND AUXILIARY LANE OF CONNECTOR.
Location Description: LOS ANGELES COUNTY IN AND NEAR CARSON ON ROUTE 110 FROM 0.2 MILE NORTH OF TORRANCE BOULEVARD UNDERCROSSING TO 190TH STREET UNDERCROSSING AND ON ROUTE 405 FROM MAIN STREET UNDERCROSSING TO 190TH STREET UNDERCROSSING
Contractor Name: OHL USA, INC
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: SAM GALLARDO Structure Rep.: Alexander, Gregory R.

Sample Information

DIME Sample ID: 2019-01-18-1
TL Number from the TL Form: C
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 01/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/18/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: Griptwist Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Barsplice Integrity Rebar Gerdau

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau Integrity Rebar
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 8
Coupler Model: Taper GripTwist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A180805, A182385, A180803
Rebar Heat Number(s): 65032560
Rebar Size 2 :

Test Results

Test 1 of 4

DIME Test ID: 2019-01-18-1-1
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: Bar Broke, Ok Necking
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#8/25mm0.790.00267489794806Bar Broke, Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 2 of 4

DIME Test ID: 2019-01-18-1-2
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: Bar Broke, Ok Necking
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#8/25mm0.7907570295825Bar Broke, Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 3 of 4

DIME Test ID: 2019-01-18-1-3
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: Bar Broke, Ok Necking
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#8/25mm0.7907715097658Bar Broke, Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Test 4 of 4

DIME Test ID: 2019-01-18-1-4
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: Bar Broke, Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
41#8/25mm0.7907716797680Bar Broke, Ok NeckingBrian
Temperature 72 F
UTM 400KIP
Halo ID Small

Tests Assigned to this Sample

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