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Sample Record for 2019-08-06-2

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

Project Information

Project ID: 212785 DEA: 04014114 EFIS: 0414000436 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-2.1
Work Description: CONSTRUCT MAINTENANCE BUILDING AND PARKING LOT
Location Description: IN ALAMEDA COUNTY IN OAKLAND AT THE SAN FRANCISCO-OAKLAND BAY BRIDGE MAINTENANCE YARD
Contractor Name: THOMPSON BUILDERS CORPORATION
Contractor Address: 250 Bel Marin Keys Blvd, #A, Novato, CA 94949
Resident Engineer: Behzad Halali Structure Rep.: Ahmed Moin

Sample Information

DIME Sample ID: 2019-08-06-2
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: 08/06/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2019
The quantity of what the sample constitutes: 320
A brief description of the sample: 9 HRC 500-510 couplers
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel Service

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau CMC
Coupler Manufacturer: HRC Gerdau
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 9
Coupler Model: 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 351817, 73113004
Rebar Heat Number(s): 9001052, 6503249602
Rebar Size 2 : 9

Test Results

Test 1 of 6

DIME Test ID: 2019-08-06-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3No. 9/29mm1019766097660OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test 2 of 6

DIME Test ID: 2019-08-06-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 9/29mm1019769797697OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test 3 of 6

DIME Test ID: 2019-08-06-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 9/29mm1-0.011719811298112OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test 4 of 6

DIME Test ID: 2019-08-06-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 9/29mm1-0.0136519810998109OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test 5 of 6

DIME Test ID: 2019-08-06-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 9/29mm1019780097800OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Test 6 of 6

DIME Test ID: 2019-08-06-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/20/2019
Date Tested: 08/20/2019
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
No. 9/29mm1019800698006OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f
Halo ID

Tests Assigned to this Sample

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