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Sample Record for 2019-09-11-20

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

Project Information

Project ID: 213595 DEA: 044G8804 EFIS: 0413000058 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-10.7
Work Description: SEISMIC RETROFIT , REPLACE APPROACH SLABS AND EROSION CONTROL
Location Description: ALAMEDA COUNTY IN FREMONT AT CRANDALL CREEK BRIDGE.
Contractor Name: Disney Construction
Contractor Address: 533 airport Blvd, Suite 120, Burlingame, CA 94010
Resident Engineer: Linda Phoen Structure Rep.: Vincent Tang

Sample Information

DIME Sample ID: 2019-09-11-20
TL Number from the TL Form: C745826
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: 09/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 500 510 Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC Nucor

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 11
Coupler Model: HRC 500 510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 73113004 74115534
Rebar Heat Number(s): 3500001979
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 4

DIME Test ID: 2019-09-11-20-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/27/2019
Date Tested: 09/26/2019
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) 227-7253
General Comments for this Test: Bar Broke, 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. 11/36mm1-0.00361.56283894181983Bar Broke, Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID Small

Test 2 of 4

DIME Test ID: 2019-09-11-20-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/27/2019
Date Tested: 09/26/2019
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) 227-7253
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. 11/36mm101.56282601181155OK Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 3 of 4

DIME Test ID: 2019-09-11-20-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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) 227-7253
General Comments for this Test: Bar Broke, 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. 11/36mm101.5614399892306Bar Broke, Ok Neckingbewing
UTM 2000kip
Temperature 72.00 f
Halo ID

Test 4 of 4

DIME Test ID: 2019-09-11-20-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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) 227-7253
General Comments for this Test: Bar Broke, 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
4No. 11/36mm101.5614418092423Bar Broke, Ok Neckingbewing
UTM 2000kip
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.