Test 2017-07-25-5-3 (ASTM A775-07b-re14) Summary

Project Information
Project IdentifiersProject ID: 210696
DEA: 080M2804
EFIS: 0800000472
DIST-CO-RTE-PM08-SBD-15-171.8/173.8
Work DescriptionBRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location DescriptionIn SBD County
Sample Information
Sample Taken Date7/25/2017 Sample Unique Key5
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 testing7/25/2017
Sample typeVerification A brief description of the sample4,5,6,11 Epoxy coated rebar
The quantity of what the sample constitutes2 truck loads From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byFlygare
Title of samplerCA METS QA Inspector Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameWestern Coating Transportation Laboratory (TL) NumberC719143 and C719144
Inspector Lot Number from the Transportation Laboratory (TL) FormB76-105-17 and B76-106-17 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4067224,4067179,PL16103008,PL16206289,4062485,PL16108827,PL16209030,
Rebar Epoxy Batch Number(s)TD95852NA,3395643,3416421,3395649,3416423 Rebar Coating SpecificationASTM A775
Rebar Size (#)4,5,6,11 Rebar Coating ColorGreen
Rebar ManufacturerNucor,Gerdau Rebar CoaterWestern Coating
Rebar Powder ManufacturerAxalta Release Number36172 and C36173
Quality Assurance CodeUnknown
Test Details
DIME Sample ID: 2017-07-25-5
DIME Test ID: 2017-07-25-5-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Test Release Date: 2017-08-07
Test Results

Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 07/27/2017
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 16 mils
Bar # for First Bar: no data
Bar # for Second Bar: no data
First Bar Side 1 mean value: 9.57 mils
First Bar Side 2 mean value: 9.839 mils
Second Bar Side 1 mean value: 9.719 mils
Second Bar Side 2 mean value: 9.618 mils
First Bar Mean:9.7 mils
Second Bar Mean:9.67 mils
Total mean value:9.69 mils
General comments (publicly viewable) (Max 1000 characters): #6/19mm Rebar

Test was verified on 07/31/2017