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Sample Record for 2024-02-21-3

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: Jeffrey Zimmerer Structure Rep.: Jarred Burrows

Sample Information

DIME Sample ID: 2024-02-21-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 02/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2024
The quantity of what the sample constitutes: 150
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:
The fabricator/manufacturer/facility name: Conco

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4127481
Hoop Manufacturer Lot Number(s): H45
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 Rebar
Welding Company: Conco Companies Benicia
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2024-02-21-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/26/2024
Date Tested: 02/26/2024
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1455/16mm0.3131809.97102613Ok Neckingaauvinen
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2024-02-21-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/26/2024
Date Tested: 02/26/2024
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2455/16mm0.3131842.78102719Ok Neckingaauvinen
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2024-02-21-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/26/2024
Date Tested: 02/26/2024
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3455/16mm0.3130864.1199562Ok Neckingaauvinen
UTM 400kip
Temperature 72 f