Sample Record for 2020-09-02-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214426 DEA: 030A5704 EFIS: 0300020593
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-13.3/R18.2
Work Description: Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location Description: YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave, Suite 300, Roseville, CA 95661
Resident Engineer: Garrett Griffith Structure Rep.: Matt Crete
Sample Information
DIME Sample ID: 2020-09-02-20
TL Number from the TL Form: C710858
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: 09/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2020
The quantity of what the sample constitutes: 114
A brief description of the sample: Coupler
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Steel
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: DBL BRL Zap Screwlok
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 0022
Rebar Heat Number(s): 3500008586
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2020-09-02-20-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/17/2020
Date Tested: 09/17/2020
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
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6/19mm | 0.44 | 42524.29 | 96646 | service splice | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 3
DIME Test ID: 2020-09-02-20-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/17/2020
Date Tested: 09/17/2020
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
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 1 | 6/19mm | 0.44 | 42734.00 | 97123 | service splice | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 3
DIME Test ID: 2020-09-02-20-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/17/2020
Date Tested: 09/17/2020
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
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 1 | 6/19mm | 0.44 | 42954.35 | 97624 | service splice | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
