*Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Sample Record for 2020-08-03-2


Project Information

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 Contractor Address: 4001 Bradshaw Road
Resident Engineer: Masoud Saed Structure Rep.: , Chau Ha

Sample Information

DIME Sample ID: 2020-08-03-2
TL Number from the TL Form:
Sample Submitted By Organization: CT METS QASI - Los Angeles Design Build Field Laboratory
Sample Organization Contact: (619) 204-7248
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2020
The quantity of what the sample constitutes: 504 hoops
A brief description of the sample: #8 welded hoops, Gr A706, 6'-2" diameter
From where was the sample collected: Fabricator
Laboratory sample identification: 2020-08-03-2
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4098846
Hoop Manufacturer Lot Number(s): 31-34
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 Arizona
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2020-08-03-2-1
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 Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1338/25mm0.7982862.77104890Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 3

DIME Test ID: 2020-08-03-2-2
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 Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2338/25mm0.7983063.64105144Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 3

DIME Test ID: 2020-08-03-2-3
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 Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3338/25mm0.7982488.63104416Ok Neckingbewing
UTM 400kip
Temperature 72 f