Test 2019-05-29-5-3 (ASTM A775-07b-re14) Summary

Project Information
Project IdentifiersProject ID: 213852
DEA: 034F6004
EFIS: 0314000228
DIST-CO-RTE-PM03-NEV-80-1.2/R9.4
Work DescriptionREMOVE METAL BEAM GUARD RAIL AND REPLACE WITH CONCRETE BARRIER
Location DescriptionNEVADA COUNTY IN AND NEAR TRUCKEE AT VARIOUS LOCATIONS FROM 1.3 MILES WEST OF SODA SPRINGS OVERCROSSING TO 0.3 MILE EAST OF DONNER LAKE UNDERCROSSING
Sample Information
Sample Taken Date5/29/2019 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 testing6/3/2019
Sample typeQuality Assurance A brief description of the sample#4,5,6 Epoxy coated
The quantity of what the sample constitutes85,733 lbs. From where was the sample collectedManufacturer
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar Brighton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB10-154-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4-4078132 5-4085738 4086033 4086034 6-4085652
Rebar Epoxy Batch Number(s)4-5 VD45300NA C190869 6- VB17543NA C190753 Rebar Coating SpecificationASTM A775
Rebar Size (#)4,5,6 Rebar Coating ColorGreen
Rebar ManufacturerCMC Rebar Rebar CoaterCMC Brighton
Rebar Powder ManufacturerAkzoNobel Release Number
Quality Assurance Code
Test Details
DIME Sample ID: 2019-05-29-5
DIME Test ID: 2019-05-29-5-3
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: 2019-06-13
Test Results

Input Type: Measured
Tester's full name: Steven Paine
Date of test: 06/04/2019
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 10.43
First Bar Side 2 mean value: 10.76
Second Bar Side 1 mean value: 11.57
Second Bar Side 2 mean value: 11.77
First Bar Mean:10.59
Second Bar Mean:11.67
Total mean value:11.13
General comments (publicly viewable) (Max 1000 characters): #5 HT#4085738

Test was verified on 06/06/2019