Print Report | Back to Sample Detail

Sample Record for 2016-11-18-5

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

Project Information

Project ID: 3825 DEA: 07138204 EFIS: 0700000142 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: M C M CONSTRUCTION INC
Contractor Address: P O BOX 620, NORTH HIGHLANDS, CA 95660
Resident Engineer: Daniel Leon Structure Rep.: Andy Chen

Sample Information

DIME Sample ID: 2016-11-18-5
TL Number from the TL Form: C970400
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 11/18/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: Flash Welded Rebar
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 65024210 02
Hoop Manufacturer Lot Number(s): 34, 39
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 7
Diameter of Hoop: 11'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Gerdau
Welding Company: Gerdau
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 6

DIME Test ID: 2016-11-18-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/23/2016
Date Tested: 11/23/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
134#7/22mm0.65832097200Bar BrokeArnold
UTM 400KIP
Temperature 72 F

Test 2 of 6

DIME Test ID: 2016-11-18-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/23/2016
Date Tested: 11/23/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
234#7/22mm0.65732095530Bar BrokeArnold
UTM 400KIP
Temperature 72 F

Test 3 of 6

DIME Test ID: 2016-11-18-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/23/2016
Date Tested: 11/23/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
334#7/22mm0.65774096230Bar BrokeArnold
UTM 400KIP
Temperature 72 F

Test 4 of 6

DIME Test ID: 2016-11-18-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/23/2016
Date Tested: 11/23/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
139#7/22mm0.65561092680Bar BrokeArnold
UTM 400KIP
Temperature 72 F

Test 5 of 6

DIME Test ID: 2016-11-18-5-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/23/2016
Date Tested: 11/23/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
239#7/22mm0.65639093980Bar BrokeArnold
UTM 400KIP
Temperature 72 F

Test 6 of 6

DIME Test ID: 2016-11-18-5-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/23/2016
Date Tested: 11/23/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
339#7/22mm0.65656094270Bar BrokeArnold
UTM 400KIP
Temperature 72 F

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.