Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran
DIME Sample ID: 2020-10-08-26
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3665 - West Sacramento
Sample Organization Contact: (916) 662-1777
Type of Sample: Quality Control
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2020
The quantity of what the sample constitutes: 1500
A brief description of the sample: bar splice couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 24-0296
Structure name: 5-160
The fabricator/manufacturer/facility name: BarSplice Products, Inc
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 75
Rebar Manufacturer: CMC
Coupler Manufacturer: BarSplice Products Inc
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: ZAP SCREWLOK TYPE CPLR
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 73115928
Rebar Heat Number(s): 3097840 4100579
Rebar Size 2 :
Coupler Unique ID:
DIME Test ID: 2020-10-08-26-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 10/14/2020
Date Tested: 10/14/2020
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Service Splice
Test Result Compliance:
Additional Comments When Verified:
|
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 | | 1 | | No. 6/19mm | 9 | 0.0004 | 0.44 | 42486 | 96559 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
DIME Test ID: 2020-10-08-26-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 10/14/2020
Date Tested: 10/14/2020
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Service Splice
Test Result Compliance:
Additional Comments When Verified:
|
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 | | 2 | | No. 6/19mm | 9 | 0 | 0.44 | 42269 | 96065 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
DIME Test ID: 2020-10-08-26-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 10/14/2020
Date Tested: 10/14/2020
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Service Splice
Test Result Compliance:
Additional Comments When Verified:
|
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. 6/19mm | 9 | 0 | 0.44 | 42483 | 96553 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
