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Sample Record for 2017-06-26-1

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

Project Information

Project ID: 211777 DEA: 04209504 EFIS: 0412000116 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,SON-1-50.2/50.5,0.0/0.2
Work Description: REPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121
Location Description: MARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION COMPANY
Contractor Address: 2301 Kerner Blvd Ste. E, San Rafael, CA 94901
Resident Engineer: Scott Hislop Structure Rep.: Clifford Law

Sample Information

DIME Sample ID: 2017-06-26-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 06/26/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar

Material Information

Production or Authorization Testing: Retest
Service or Ultimate: Ultimate
Rebar Heat Number(s): 65026869
Hoop Manufacturer Lot Number(s): 5
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 3'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: TNT Rebar
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 4

DIME Test ID: 2017-06-26-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/30/2017
Date Tested: 06/30/2017
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
15 Retest#8/25mm0.797714097650Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 2 of 4

DIME Test ID: 2017-06-26-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/30/2017
Date Tested: 06/30/2017
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
25 Retest#8/25mm0.797815098920Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 3 of 4

DIME Test ID: 2017-06-26-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/30/2017
Date Tested: 06/30/2017
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
35 Retest#8/25mm0.797863099530Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 4 of 4

DIME Test ID: 2017-06-26-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/30/2017
Date Tested: 06/30/2017
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
45 Retest#8/25mm0.797825099050Bar BrokeFred
UTM 400KIP
Temperature 72 F