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: 2020-08-06-1
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 Control
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: #8 Welded Hoops
From where was the sample collected: Source
Laboratory sample identification: L124-063-20
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): 4098936
Hoop Manufacturer Lot Number(s): Lot 8
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 4'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Etiwanda
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2020-08-06-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/11/2020
Date Tested: 08/11/2020
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 | 8 | 8/25mm | 0.79 | 78251.24 | 99052 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2020-08-06-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/11/2020
Date Tested: 08/11/2020
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 | 8 | 8/25mm | 0.79 | 78262.01 | 99066 | Ok Necking\\ | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2020-08-06-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/11/2020
Date Tested: 08/11/2020
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 | 8 | 8/25mm | 0.79 | 78394.74 | 99234 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
