Sample Record for 2020-06-29-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214701 DEA: 030F2844 EFIS: 0319000204
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Construct new PCC precast girder bridge over UPRR at McConnell OH between existing SB and NB alignments
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha
Sample Information
DIME Sample ID: 2020-06-29-15
TL Number from the TL Form: C849203
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: 06/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2020
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: 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: Unknown
Rebar Size: #14
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): 58018522 73115263 377416
Rebar Heat Number(s): 029450
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2020-06-29-15-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/02/2020
Date Tested: 07/02/2020
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: OK Necking
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. 14/43mm | 1 | -0.0092 | 2.25 | 206950 | 91978 | OK Necking | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Large
|
Test 2 of 6
DIME Test ID: 2020-06-29-15-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/02/2020
Date Tested: 07/02/2020
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: OK Necking
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. 14/43mm | 1 | 0 | 2.25 | 207049 | 92022 | OK Necking | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 6
DIME Test ID: 2020-06-29-15-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/02/2020
Date Tested: 07/02/2020
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: OK Necking
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. 14/43mm | 1 | 0 | 2.25 | 206566 | 91807 | OK Necking | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 4 of 6
DIME Test ID: 2020-06-29-15-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/02/2020
Date Tested: 07/02/2020
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: OK Necking
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. 14/43mm | 2 | -0.0031 | 2.25 | 207327 | 92145 | OK Necking | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Large
|
Test 5 of 6
DIME Test ID: 2020-06-29-15-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/02/2020
Date Tested: 07/02/2020
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: OK Necking
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. 14/43mm | 2 | 0 | 2.25 | 207676 | 92300 | OK Necking | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 6 of 6
DIME Test ID: 2020-06-29-15-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/02/2020
Date Tested: 07/02/2020
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: OK Necking
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. 14/43mm | 2 | 0 | 2.25 | 208201 | 92534 | OK Necking | fsaylor |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
