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: 2024-10-14-57
TL Number from the TL Form: TL-6034
Sample Submitted By Organization: Kleinfelder, Incorporated - Sacramento
Sample Organization Contact: (916) 308-3701
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 10/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2024
The quantity of what the sample constitutes: 150 hoops
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
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): 4135963, 4142972
Hoop Manufacturer Lot Number(s): H95
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: 2024-10-14-57-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 10/22/2024
Date Tested: 10/21/2024
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?
|
Affected Zone
|
|
Sample 2 Visible Necking?
|
Yes
|
|
Sample 2 Location of Fracture?
|
Bar
|
|
Sample 3 Visible Necking?
|
Yes
|
|
Sample 3 Location of Fracture?
|
Affected Zone
|
|
Sample 4 Visible Necking?
|
Yes
|
|
Sample 4 Location of Fracture?
|
Bar
|
DIME Test ID: 2024-10-14-57-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/22/2024
Date Tested: 10/18/2024
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 | H95 | 5 | 0.31 | 30650 | 99000 | na | KD | | 2 | H95 | 5 | 0.31 | 31000 | 100000 | na | KD | | 3 | H95 | 5 | 0.31 | 30040 | 97000 | na | KD | | 4 | H95 | 5 | 0.31 | 30350 | 98000 | na | KD |
| |
|
UTM
|
NA
|
|
Temperature
|
71 f
|
