Summary for Test 2019-04-16-11-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 210862
DEA: 031F4004
EFIS: 0300020420
DIST-CO-RTE-PM03-PLA-80-35.1/38.3
Award Date03/10/2016
Closeout Date06/19/2020
Work DescriptionWIDEN EASTBOUND ROADWAY
Location DescriptionWIDEN EASTBOUND ROADWAY
QA Service Level1 (Verified on 10/20/2015)

Sample Information

Sample Taken Date04/16/2019 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 testing04/19/2019
Sample typeQuality Assurance A brief description of the sample#6 A775 Epoxy Coated rebar
The quantity of what the sample constitutes40128 From where was the sample collectedSource
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMuser
Title of samplerQA Telephone number of sampler9165170532
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Brighton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-060-19 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4078504, 4078632
Rebar Epoxy Batch Number(s)VA04353NA Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerCMC Rebar CoaterCMC Rebar Brighton
Rebar Powder ManufacturerAkzo Nobel Release Number421172
Quality Assurance Code

Test Details

DIME Sample ID: 2019-04-16-11
DIME Test ID: 2019-04-16-11-1
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: 2019-04-30

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 04/22/2019
Lower spec. limit LSL: 7
Upper spec. limit USL: 16
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 10.26
First Bar Side 2 mean value: 10.97
Second Bar Side 1 mean value: 10.41
Second Bar Side 2 mean value: 9.57
First Bar Mean: 10.62
Second Bar Mean: 9.99
Total mean value: 10.3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2019