Summary for Test 2017-07-25-4-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 211070
DEA: 080Q3004
EFIS: 0800020191
DIST-CO-RTE-PM08-SBD-138-R17.1/R19.2
Award Date04/18/2016
Closeout Date09/28/2020
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
QA Service Level1 (Verified on 04/27/2016)

Sample Information

Sample Taken Date07/25/2017 Sample Unique Key4
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 testing07/25/2017
Sample typeVerification A brief description of the sample 6 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 Telephone number of sampler8016692984
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameWestern Coating Transportation Laboratory (TL) NumberC719145 and C719146
Inspector Lot Number from the Transportation Laboratory (TL) FormB76-107-17 and B76-108-17 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)65026986,PL16108827,PL16208888,PL16108828,PL16208889,PL17105171
Rebar Epoxy Batch Number(s)3506544,3395649,3395646,TD95852NA Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerNucor,Gerdau Rebar CoaterWestern Coating
Rebar Powder ManufacturerAxalta Release Number36002 and 36003
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2017-07-25-4
DIME Test ID: 2017-07-25-4-1
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: 2017-08-07

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 07/28/2017
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: 9.136 mils
First Bar Side 2 mean value: 9.206 mils
Second Bar Side 1 mean value: 8.962 mils
Second Bar Side 2 mean value: 9.196 mils
First Bar Mean: 9.17 mils
Second Bar Mean: 9.08 mils
Total mean value: 9.13 mils
General comments (publicly viewable) (Max 1000 characters): #6/19mm Rebar, C719145

Test was verified on 7/31/2017