Summary for Test 2017-05-05-2-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 211854
DEA: 043G0804
EFIS: 0400021272
DIST-CO-RTE-PM04-SON-1-30.5
Award Date01/20/2017
Closeout Date02/27/2019
Work DescriptionCONSTRUCT ROADWAY AND SOIL NAIL WALLS
Location DescriptionSONOMA COUNTY NEAR FORT ROSS AT 2.6 MILES SOUTH OF FORT ROSS ROAD
QA Service Level1 (Verified on 03/13/2017)

Sample Information

Sample Taken Date05/05/2017 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/09/2017
Sample typeRetest A brief description of the sampleNo. 7 Gr. 75 threaded bar
The quantity of what the sample constitutesUnknown From where was the sample collectedManufacturer
First name of sampler or witnessed byKen Last name of sampler or witnessed byVarela
Title of samplerAssociate Steel Inspector Telephone number of sampler213-620-2341
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL08-039-17 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#7
Nut Specification for Threaded BarA108 System ManufacturerWilliams Form
Epoxy Coating ColorPurple Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A934 epoxy Bar Heat Number(s)NF16100114
Nut Heat Number(s)NF16202733 Bar Lot NumberNF1610011452
Nut Lot Number7H7D Coupler Heat Number(s)N/A
Coupler GradeN/A

Test Details

DIME Sample ID: 2017-05-05-2
DIME Test ID: 2017-05-05-2-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2017-05-18

Test Results


Input Type: Measured
Tester's full name: Glen Weldon
Date of test: 05/11/2017
Lower spec. limit LSL: 10 mils
Upper spec. limit USL: 15 mils
First Bar Side 1 mean value: 14.61 mils
First Bar Side 2 mean value: 14.51 mils
Second Bar Side 1 mean value: 15.39 mils
Second Bar Side 2 mean value: 14.51 mils
First Bar Mean: 14.56 mils
Second Bar Mean: 14.95 mils
Total mean value: 14.75 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/11/2017