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Sample Record for 2017-09-08-1


Project Information

Project ID: 211778 DEA: 04235654 EFIS: 0400000680 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101,114-1.3/2.5,5.0/5.3
Work Description: RECONSTRUCT INTERCHANGE
Location Description: SAN MATEO COUNTY AT VARIOUS LOCATIONS ON ROUTE 101 FROM 0.4 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.6 MILE SOUTH OF HENDERSON UNDERPASS AND ON ROUTE 114 FROM WILLOW ROAD SEPARATION TO NEWBRIDGE STREET
Contractor Name: Disney/OC Jones Construction Company Inc. Contractor Address: 533 Airport Blvd, Suite 120
Resident Engineer: Fernando Abela Structure Rep.: Bui, Oanh

Sample Information

DIME Sample ID: 2017-09-08-1
TL Number from the TL Form: C939710
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: 09/08/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 184
A brief description of the sample: Resistance welded hoops
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): 4067388
Hoop Manufacturer Lot Number(s): Lot 1 and 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 6'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 6

DIME Test ID: 2017-09-08-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/13/2017
Date Tested: 09/13/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11#6/19mm0.444172094820Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test Results

Test 2 of 6

DIME Test ID: 2017-09-08-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/13/2017
Date Tested: 09/13/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
21#6/19mm0.444158094500Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test Results

Test 3 of 6

DIME Test ID: 2017-09-08-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/13/2017
Date Tested: 09/13/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
31#6/19mm0.444173094840Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test Results

Test 4 of 6

DIME Test ID: 2017-09-08-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/13/2017
Date Tested: 09/13/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12#6/19mm0.444164094640Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test Results

Test 5 of 6

DIME Test ID: 2017-09-08-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/13/2017
Date Tested: 09/13/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
22#6/19mm0.444171094800Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test Results

Test 6 of 6

DIME Test ID: 2017-09-08-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/13/2017
Date Tested: 09/13/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Bar Broke; OK Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
32#6/19mm0.444182095050Bar BrokeFred
UTM 400KIP
Temperature 72 F