Sample Record for 2016-09-09-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211004 DEA: 05330784 EFIS: 0512000076
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-46.0/50.2
Work Description: CONVERT 2-LANE TO 4 LANE EXPRESSWAY.
Location Description: NEAR SHANDON FROM 0.2 MILE EAST OF MCMILLIAN CANYON ROAD TO 0.4 MILE WEST OF LUCY BROWN ROAD
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 1777 Oakland Blvd., Suite 300, Walnut Creek, CA 94596
Resident Engineer: Amy Norris Structure Rep.: Nick Heisdorf
Sample Information
DIME Sample ID: 2016-09-09-8
TL Number from the TL Form: C918903
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: 09/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau, HRC
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #10
Coupler Model: 500-510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: NA
Rebar Hoop Fabricator: NA
Coupler Component Heat/Lot Number(s): 0K1753
Rebar Heat Number(s): 6502452802
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2016-09-09-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/21/2016
Date Tested: 09/19/2016
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: Brittel Brake
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 | N/A | #10/32mm | 1.27 | -0.013 | 102610 | 80793 | Brittel Brake | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 2 of 4
DIME Test ID: 2016-09-09-8-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/21/2016
Date Tested: 09/19/2016
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
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | N/A | #10/32mm | 1.27 | 0 | 123280 | 97072 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 3 of 4
DIME Test ID: 2016-09-09-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/21/2016
Date Tested: 09/19/2016
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
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | N/A | #10/32mm | 1.27 | 0 | 122900 | 96772 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 4 of 4
DIME Test ID: 2016-09-09-8-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 09/21/2016
Date Tested: 09/19/2016
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
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 4 | N/A | #10/32mm | 1.27 | 0 | 122710 | 96620 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|