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Testing Report for 2021-07-20-12-3

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

Project Information

DEA: 030H08U4
EFIS: 0319000029
Project ID: 214469
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Rodney Murphy
Structure Rep.: Ken Haas

Sample Information

DIME Sample ID: 2021-07-20-12
TL Number from the TL Form: C766276
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: 7/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/21/2021
The quantity of what the sample constitutes: 150 Couplers
A brief description of the sample: #6 Double Barrel Zap Screwlock Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez Steel Corporation

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: Lenton
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: Double Barrel Zap Screwlok
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 1089 0352
Rebar Heat Number(s): 198621
Rebar Size 2 :

Test Information

DIME Test ID: 2021-07-20-12-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 7/22/2021
Verified Date: 7/22/2021
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples: 1
Sample Mfg. Lot Number(s) Size Area (sqin) Peak Load (lbf) Peak Stress (psi) Comments Tested By
3 1 6/19mm 0.44 40875.62 92899 Sevice Splice fsaylor
UTM: 400kip
Temperature: 72 f