Summary for Test 2018-05-29-4-2

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date05/29/2018 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing05/29/2018
Sample typeQuality Assurance A brief description of the sampleA934 Expoxy Rebar
The quantity of what the sample constitutesLot 1 From where was the sample collectedFabricator
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of samplerUnknown Telephone number of sampler702 917-2503
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameFletcher Coating Co Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL115-060-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)SE17104397
Rebar Epoxy Batch Number(s)8A25B179 8A26A173 Rebar Coating SpecificationASTM A934
Rebar Size (#)10 Rebar Coating ColorPurple
Rebar ManufacturerNucor Rebar CoaterC180167,C180167
Rebar Powder ManufacturerFletcher Coating Company Release NumberUnknown
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2018-05-29-4
DIME Test ID: 2018-05-29-4-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Test Release Date: 2018-06-18

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 06/07/2018
Total Number of Holiday: 0
Total Length: 2.6
Holidays Per Linear Foot of Bar: 0
Holiday Test Pass/Fail: Pass
Bend Test Pass/Fail: Pass
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2018