Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215741 DEA: 01366004 EFIS: 0100000127
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-80.0/84.0
Work Description: Indianola Cutoff UC
Location Description: HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
Contractor Name: Granite Construction Company
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Efren Banuelos Structure Rep.: Adlai Evans
DIME Sample ID: 2024-11-12-2
TL Number from the TL Form: TL-6034
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 11/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2024
The quantity of what the sample constitutes: 150 hoop
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 04-0314 (Indianola Cutoff UC)
Structure name: Eureka Slough
The fabricator/manufacturer/facility name: Conco Companies Benicia
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4142970
Hoop Manufacturer Lot Number(s): H115
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #5
Diameter of Hoop: 1'-6.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel Arizona
Welding Company: Conco Companies Benicia
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2024-11-12-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/22/2024
Date Tested: 11/22/2024
Submitted By Organization: Kleinfelder, Incorporated -Sacramento
Organization Address: 9969 Horn Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: jslinkard@kleinfelder.com
Organization Phone: (916) 308-3701
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
4
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | H115 | 5 | 0.31 | 29900 | 96500 | na | MK | | 2 | H115 | 5 | 0.31 | 29710 | 96000 | na | MK | | 3 | H115 | 5 | 0.31 | 29970 | 96500 | na | MK | | 4 | H115 | 5 | 0.31 | 30390 | 98000 | na | MK |
| |
|
UTM
|
NA
|
|
Temperature
|
72 f
|
DIME Test ID: 2024-11-12-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 11/22/2024
Date Tested: 11/22/2024
Submitted By Organization: Kleinfelder, Incorporated -Sacramento
Organization Address: 9969 Horn Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: jslinkard@kleinfelder.com
Organization Phone: (916) 308-3701
General Comments for this Test: *2018/2022 52-6.02B(3): For hoops 30" diameter and less, the sample must show visible necking at fracture at any location.
Test Result Compliance:
Additional Comments When Verified:
|
Necking Test Option
|
Necking Test Option I
|
|
Shape of the Sample
|
Hoop
|
|
Sample 1 Visible Necking?
|
Yes
|
|
Sample 1 Location of Fracture?
|
Bar
|
|
Sample 2 Visible Necking?
|
Yes
|
|
Sample 2 Location of Fracture?
|
Bar
|
|
Sample 3 Visible Necking?
|
Yes
|
|
Sample 3 Location of Fracture?
|
Bar
|
|
Sample 4 Visible Necking?
|
Yes
|
|
Sample 4 Location of Fracture?
|
Bar
|
