Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214702 DEA: 030F2864 EFIS: 0320000123
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha
DIME Sample ID: 2020-07-23-1
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: 07/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: #8 hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Etiwanda
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 3095919
Hoop Manufacturer Lot Number(s): 29
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 6'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC
Welding Company: CMC Etiwanda
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2020-07-23-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/31/2020
Date Tested: 07/31/2020
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 | 29 | 8/25mm | 0.79 | 75687.19 | 95807 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2020-07-23-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/31/2020
Date Tested: 07/31/2020
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 | 29 | 8/25mm | 0.79 | 76361.94 | 96661 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2020-07-23-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/31/2020
Date Tested: 07/31/2020
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 | 29 | 8/25mm | 0.79 | 76071.25 | 96293 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
