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Testing Report for 2020-12-31-1-4

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

Project Information

DEA: 11288834
EFIS: 1117000088
Project ID: 214937
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11,125,905-various
Work Description: CONSTRUCT CONCRETE BRIDGE, PAVEMENT, BARRIER, AND INSTALL LIGHTING. HPLUL-6211(133) SR-125 SB to WB SR-905
Location Description: SAN DIEGO COUNTY IN AND NEAR SAN DIEGO AT ROUTE 11/125/905 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Covarrubias
Structure Rep.: Michael Charak

Sample Information

DIME Sample ID: 2020-12-31-1
TL Number from the TL Form: C690865
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: 12/31/2020
Date that the sample was received by the laboratory/organization performing the testing: 1/7/2021
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 CMC Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #14
Coupler Model: HRC 500-510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 74117089 74118343
Rebar Heat Number(s): 1066925
Rebar Size 2 :

Test Information

DIME Test ID: 2020-12-31-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Date Tested: 1/7/2021
Verified Date: 1/7/2021
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 :

Submitted Test Results

Number of Samples Tested: 1
Sample Number of Cycles Size Mfg. Lot Number(s) Slip (inch) Area (sqin) Peak Load (lbf) Peak Stress (psi) Comments Tested By
3 No. 14/43mm 1 0 2.25 211089 93817 OK Necking fsaylor
UTM: 2000kip
Temperature: 72.00 f
Halo ID: