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Sample Record for 2020-06-02-2


Project Information

Project ID: 214465 DEA: 081E5704 EFIS: 0814000051 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-27.7
Work Description: PLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location Description: RIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Contractor Name: ROCKFORCE CONSTRUCTION, LLC Contractor Address: 26771 Vista Terrace
Resident Engineer: Peter Koury Structure Rep.: Abouazra, Shukri

Sample Information

DIME Sample ID: 2020-06-02-2
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 Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 06/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
The quantity of what the sample constitutes: Each lot size 150
A brief description of the sample: #7 rebar 2"-6"
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 457819
Hoop Manufacturer Lot Number(s): 1, 4 and 8
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 2'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 9

DIME Test ID: 2020-06-02-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
117/22mm0.658168.1596947Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 2 of 9

DIME Test ID: 2020-06-02-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
217/22mm0.658187.9396980Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 3 of 9

DIME Test ID: 2020-06-02-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
317/22mm0.658313.8797190Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 4 of 9

DIME Test ID: 2020-06-02-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
147/22mm0.657881.4896469Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 5 of 9

DIME Test ID: 2020-06-02-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
247/22mm0.658213.1497022Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 6 of 9

DIME Test ID: 2020-06-02-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
347/22mm0.658106.3196844Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 7 of 9

DIME Test ID: 2020-06-02-2-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
187/22mm0.657323.5395539Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 8 of 9

DIME Test ID: 2020-06-02-2-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
287/22mm0.657358.3095597Ok Neckingfsaylor
UTM 400kip
Temperature 72 f

Test Results

Test 9 of 9

DIME Test ID: 2020-06-02-2-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
387/22mm0.657341.3995569Ok Neckingfsaylor
UTM 400kip
Temperature 72 f