Summary for Test 2017-10-20-4-4

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 211931
DEA: 043G6414
EFIS: 0416000348
DIST-CO-RTE-PM04-NAP-29-37.0
Award Date03/17/2017
Closeout Date04/22/2020
Work DescriptionSCOUR REPLACE BRIDGE
Location DescriptionNAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE
QA Service Level1 (Verified on 02/15/2017)

Sample Information

Sample Taken Date10/20/2017 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 testing10/20/2017
Sample typeQuality Assurance A brief description of the sampleA615 Grade 75 Threaded Bar
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byCarolina Last name of sampler or witnessed byMargarito
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameWilliams Form Engineering Transportation Laboratory (TL) NumberC647235
Inspector Lot Number from the Transportation Laboratory (TL) FormL73-012-17 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size9
Nut Specification for Threaded Bar8290539 System ManufacturerWilliams Form Eng
Epoxy Coating ColorPurple Threaded Bar Application
Coating StandardsASTM A934 epoxy Bar Heat Number(s)100786966
Nut Heat Number(s)8290539 Bar Lot NumberUnknown
Nut Lot Number9H7D Coupler Heat Number(s)NF10100614C
Coupler GradeUnknown

Test Details

DIME Sample ID: 2017-10-20-4
DIME Test ID: 2017-10-20-4-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2017-11-02

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 10/25/2017
Lower spec. limit LSL: 10 mils
Upper spec. limit USL: 15 mils
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 10.32
First Bar Side 2 mean value: 10.14
Second Bar Side 1 mean value: 11.75
Second Bar Side 2 mean value: 12.88
First Bar Mean: 10.23
Second Bar Mean: 12.32
Total mean value: 11.27
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/26/2017