Sample Record for 2018-07-09-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212574 DEA: 02368414 EFIS: 0215000066
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-R4.6/R6.4
Work Description: CONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA
Location Description: SHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING
Contractor Name: TULLIS, INC.
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Nathan Alexander Structure Rep.: Chaffie Eric
Sample Information
DIME Sample ID: 2018-07-09-3
TL Number from the TL Form: C733276
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: 07/09/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2018
The quantity of what the sample constitutes: 25
A brief description of the sample: size 14 epoxy coated rebar couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 14
Coupler Model: Grip Twist
Coating Standards: ASTM A775
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): Grip Twist male A160392
Grip Twist female A1
Rebar Heat Number(s): 201318, 201418, 471117,
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2018-07-09-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/11/2018
Date Tested: 07/10/2018
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: Bar Pulled Out of Coupler
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | 1 | #14/43mm | 2.25 | 0.0007 | 223661 | 99405 | Bar Pulled Out of Coupler | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 2 of 4
DIME Test ID: 2018-07-09-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/11/2018
Date Tested: 07/10/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | 1 | #14/43mm | 2.25 | 0 | 224724 | 99877 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 3 of 4
DIME Test ID: 2018-07-09-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/11/2018
Date Tested: 07/10/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | 1 | #14/43mm | 2.25 | 0 | 231168 | 102740 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 4 of 4
DIME Test ID: 2018-07-09-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/11/2018
Date Tested: 07/10/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 4 | 1 | #14/43mm | 2.25 | 0 | 228482 | 101550 | necking okay | Brian |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|