Test 2017-07-20-11-1 (ASTM A775-07b-re14) Summary

Project Information
Project IdentifiersProject ID: 211070
DEA: 080Q3004
EFIS: 0800020191
DIST-CO-RTE-PM08-SBD-138-R17.1/R19.2
Work DescriptionREALIGN SECTION OF STATE ROUTE 138
Location DescriptionNear Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
Sample Information
Sample Taken Date7/20/2017 Sample Unique Key11
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 typeQuality Assurance A brief description of the sampleEpoxy Coated Rebar
The quantity of what the sample constitutes2 From where was the sample collectedDistributor
First name of sampler or witnessed byDavid Last name of sampler or witnessed byFlygare
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameWestern Coating Transportation Laboratory (TL) NumberC719141
Inspector Lot Number from the Transportation Laboratory (TL) FormB7610017 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4067179
Rebar Epoxy Batch Number(s)TD95852NA Rebar Coating SpecificationASTM A775
Rebar Size (#)5 Rebar Coating ColorGreen
Rebar ManufacturerCMC Rebar CoaterWestern Coating
Rebar Powder ManufacturerUnknown Release NumberUnknown
Quality Assurance CodeUnknown
Test Details
DIME Sample ID: 2017-07-20-11
DIME Test ID: 2017-07-20-11-1
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: 2017-08-02
Test Results

Input Type: Measured
Tester's full name: Brian Ewing
Date of test: 07/25/2017
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: no data
Bar # for Second Bar: no data
First Bar Side 1 mean value: 9.342 mils
First Bar Side 2 mean value: 8.965 mils
Second Bar Side 1 mean value: 8.721 mils
Second Bar Side 2 mean value: 9.269 mils
First Bar Mean:9.15 mils
Second Bar Mean:9 mils
Total mean value:9.07 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/26/2017