Sample Record for 2024-10-14-51
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-10-14-51
TL Number from the TL Form:
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: 10/17/2024
The quantity of what the sample constitutes: 150
A brief description of the sample: Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Conco Companies Benicia
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4135963
Hoop Manufacturer Lot Number(s): H80
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
Test Results
Test 1 of 2
DIME Test ID: 2024-10-14-51-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/22/2024
Date Tested: 10/21/2024
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:
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 | H80 | 5 | 0.31 | 28380 | 91500 | na | KD | | 2 | H80 | 5 | 0.31 | 28510 | 92000 | na | KD | | 3 | H80 | 5 | 0.31 | 28720 | 92500 | na | KD | | 4 | H80 | 5 | 0.31 | 28760 | 93000 | na | KD |
| |
|
UTM
|
NA
|
|
Temperature
|
71 f
|
Test 2 of 2
DIME Test ID: 2024-10-14-51-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 10/22/2024
Date Tested: 10/18/2024
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: *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
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Hoop
|
|
Sample 1 Visible Necking?
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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
|
