Sample Record for 2019-11-15-34
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213682 DEA: 11430184 EFIS: 1117000215
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-8.4/8.8
Work Description: Bridge widening, HMA, barrier, drainage, RCP, and landscape work near Sweetwater River Bridge in Chula Vista. Widening of Sweetwater River Bridge in Chula Vista on 805.
Location Description: Near Sweetwater River Bridge in Chula Vista on 805.
Contractor Name: Flatiron West
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Seid Hodzic Structure Rep.: David Toci
Sample Information
DIME Sample ID: 2019-11-15-34
TL Number from the TL Form: C958003
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 11/15/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: Taper Lock Standard Coupler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Dayton Superior
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 11
Coupler Model: D310
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 216075 217458
Rebar Heat Number(s): 9000853
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2019-11-15-34-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 11/21/2019
Date Tested: 11/21/2019
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: 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. 11/36mm | 1 | -0.0046 | 1.56 | 54011 | 34622 | Service Splice | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
Test 2 of 4
DIME Test ID: 2019-11-15-34-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 11/21/2019
Date Tested: 11/21/2019
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: 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. 11/36mm | 1 | 0 | 1.56 | 45340 | 29064 | Service Splice | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 4
DIME Test ID: 2019-11-15-34-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 11/21/2019
Date Tested: 11/21/2019
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
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. 11/36mm | 1 | 0 | 1.56 | 62314 | 39945 | | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 4 of 4
DIME Test ID: 2019-11-15-34-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 11/21/2019
Date Tested: 11/21/2019
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: 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 | | 4 | | No. 11/36mm | 1 | 0 | 1.56 | 1872 | 1200 | Service Splice | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
