Sample Record for 2024-04-02-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994875 DEA: 101F1804 EFIS: 1016000077
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4-R16.0/R19.4
Work Description: BRIDGE WORK, CONCRETE BARRIER, AND INSTALL RAMP METER SYSTEM.
Location Description: SAN JOAQUIN COUNTY IN STOCKTON AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 4/5 SEPARATION TO 0.4 MILE WEST OF ROUTE 4/99 SEPARATION
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Toafael Anwar Structure Rep.: Ron Matin
Sample Information
DIME Sample ID: 2024-04-02-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 04/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2024
The quantity of what the sample constitutes: 8 Samples from lot 1 and 4
A brief description of the sample: #8 x 4'-3"
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar San Bernadino
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 9001785, 4135333
Hoop Manufacturer Lot Number(s): Lots 1 and 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 4'-3"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel Arizona
Welding Company: CMC Rebar San Bernardino
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2024-04-02-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/08/2024
Date Tested: 04/08/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 8/25mm | 0.79 | 77231.86 | 97762 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2024-04-02-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/08/2024
Date Tested: 04/08/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 1 | 8/25mm | 0.79 | 77572.90 | 98194 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2024-04-02-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/08/2024
Date Tested: 04/08/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 1 | 8/25mm | 0.79 | 77539.86 | 98152 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2024-04-02-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/08/2024
Date Tested: 04/08/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 4 | 8/25mm | 0.79 | 78596.00 | 99489 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2024-04-02-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/08/2024
Date Tested: 04/08/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 4 | 8/25mm | 0.79 | 78743.32 | 99675 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2024-04-02-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/08/2024
Date Tested: 04/08/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 4 | 8/25mm | 0.79 | 78664.38 | 99575 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
