Test 2018-05-29-2-1 (ASTM A934-13) Summary

Project Information
Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
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.
Sample Information
Sample Taken Date5/29/2018 Sample Unique Key2
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 testing5/29/2018
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 Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameFletcher Coating Co Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL115-058-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)SE17105443, 1202001673
Rebar Epoxy Batch Number(s)8A25B179 8A26A173 Rebar Coating SpecificationASTM A934
Rebar Size (#)5 Rebar Coating ColorPurple
Rebar ManufacturerGredau Rebar CoaterFletcher Coating Company
Rebar Powder ManufacturerUnknown Release NumberUnknown
Quality Assurance CodeUnknown
Test Details
DIME Sample ID: 2018-05-29-2
DIME Test ID: 2018-05-29-2-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2018-06-14
Test Results

Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 06/07/2018
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 5
Bar # for Second Bar: 5
First Bar Side 1 mean value: 8.98
First Bar Side 2 mean value: 10.06
Second Bar Side 1 mean value: 9.56
Second Bar Side 2 mean value: 10.64
First Bar Mean:9.52
Second Bar Mean:10.1
Total mean value:9.81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/07/2018