Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211732 DEA: 01415004 EFIS: 0113000127
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-109.5/R125.8
Work Description: HIGHWAY IMPROVEMENTS: OVERLAY/SIGNS/ADA
Location Description: HUMBOLDT COUNTY IN AND NEAR ORICK FROM 0.3 MILE NORTH OF BIG LAGOON BRIDGE TO 0.3 MILE SOUTH OF PRAIRIE CREEK UNDERCROSSING
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Amal Rashid Structure Rep.: Unknown
DIME Sample ID: 2017-06-23-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 06/23/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 132415
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 2'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2017-06-23-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/06/2017
Date Tested: 07/06/2017
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) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | 1 | #5/16mm | 0.31 | 29122 | 93940 | necking okay | Fred |
| |
UTM
|
75KIP
|
Temperature
|
72 F
|
DIME Test ID: 2017-06-23-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/06/2017
Date Tested: 07/06/2017
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) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | 1 | #5/16mm | 0.31 | 29072 | 93780 | necking okay | Fred |
| |
UTM
|
75KIP
|
Temperature
|
72 F
|
DIME Test ID: 2017-06-23-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/06/2017
Date Tested: 07/06/2017
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) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | 1 | #5/16mm | 0.31 | 29068 | 93770 | necking okay | Fred |
| |
UTM
|
75KIP
|
Temperature
|
72 F
|