Sample Record for 2020-04-14-18
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: 2020-04-14-18
TL Number from the TL Form: C604515 C604516
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: 04/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2020
The quantity of what the sample constitutes: 8
A brief description of the sample: HRC Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Flatiron
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
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): 62147303 74117089
Rebar Heat Number(s): 1201003835
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2020-04-14-18-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/23/2020
Date Tested: 04/22/2020
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. 11/36mm | 1 | 0.0022 | 1.56 | 148108 | 94941 | Service Splice | bewing |
| |
UTM
|
2000kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 2 of 6
DIME Test ID: 2020-04-14-18-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/23/2020
Date Tested: 04/22/2020
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. 11/36mm | | 0 | 1.56 | 146396 | 93844 | Service Splice | bewing |
| |
UTM
|
2000kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 3 of 6
DIME Test ID: 2020-04-14-18-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/23/2020
Date Tested: 04/22/2020
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. 11/36mm | 1 | 0 | 1.56 | 146433 | 93868 | Service Splice | bewing |
| |
UTM
|
2000kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 4 of 6
DIME Test ID: 2020-04-14-18-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/23/2020
Date Tested: 04/22/2020
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 | 4 | | No. 11/36mm | 2 | -0.0049 | 1.56 | 148723 | 95335 | Service Splice | bewing |
| |
UTM
|
2000kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 5 of 6
DIME Test ID: 2020-04-14-18-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/23/2020
Date Tested: 04/22/2020
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 | 5 | | No. 11/36mm | 2 | 0 | 1.56 | 153344 | 98297 | Service Splice | bewing |
| |
UTM
|
2000kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 6 of 6
DIME Test ID: 2020-04-14-18-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/23/2020
Date Tested: 04/22/2020
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 | 6 | | No. 11/36mm | 2 | 0 | 1.56 | 147438 | 94511 | Service Splice | bewing |
| |
UTM
|
2000kip
|
Temperature
|
72.00 f
|
Halo ID
|
|