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Sample Record for 2020-08-06-1


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: 2020-08-06-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
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:

Material Information

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

Test Results

Test 1 of 3

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 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
188/25mm0.7978251.2499052Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 3

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 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
288/25mm0.7978262.0199066Ok Necking\\bewing
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 3

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 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
388/25mm0.7978394.7499234Ok Neckingbewing
UTM 400kip
Temperature 72 f