Print Report | Back to Sample Detail

Sample Record for 2019-06-11-5

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

Project Information

Project ID: 212824 DEA: 051C3704 EFIS: 0512000135 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.4
Work Description: PISMO CREEK SCOUR REPAIR PROJECT (BR 49-0015K)
Location Description: IN SAN LUIS OBISPO COUNTY IN PISMO AT PISMO CREEK BRIDGE
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 ALLISON PARKWAY, SUITE A, VACAVILLE CA 95688
Resident Engineer: Lilian Bennetzen Structure Rep.: Sal Heredia

Sample Information

DIME Sample ID: 2019-06-11-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 06/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2019
The quantity of what the sample constitutes: 128
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: H02
Structure unique identifier:
Structure name: Bridge Bent Retro
The fabricator/manufacturer/facility name: Harris Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 113522
Hoop Manufacturer Lot Number(s): H02
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 2'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Evraz
Welding Company: Harris
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2019-06-11-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/13/2019
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
1H02#6/19mm0.4446140104860Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2019-06-11-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/13/2019
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
2H02#6/19mm0.4446110104800Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 3 of 3

DIME Test ID: 2019-06-11-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/13/2019
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
3H02#6/19mm0.4446340105320Bar BrokeBrian
UTM 400KIP
Temperature 72 F