Summary for Test 2020-09-25-2-3

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 214629
DEA: 051H9304
EFIS: 0517000017
DIST-CO-RTE-PM05-SLO-46-R17.2/R17.6
Award Date04/07/2020
Closeout Date10/20/2022
Work DescriptionCONSTRUCT ROUNDABOUT.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR TEMPLETON FROM 0.2 MILE WEST TO 0.2 MILE EAST OF VINEYARD DRIVE
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date09/25/2020 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 testing09/29/2020
Sample typeAcceptance A brief description of the sample#8 ASTM A615 Grade 75 Soil Nail
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQA Inspector Telephone number of sampler707-342-8602
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form Engineering-SD Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-192-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypePlain Rebar Size#8
Nut Specification for Threaded Barn/a System ManufacturerWilliams Form Engineering
Epoxy Coating ColorPurple Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A934 epoxy Bar Heat Number(s)100104509
Nut Heat Number(s) Bar Lot Number10010450920
Nut Lot Number Coupler Heat Number(s)
Coupler Grade

Test Details

DIME Sample ID: 2020-09-25-2
DIME Test ID: 2020-09-25-2-3
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: 2020-10-01

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/30/2020
Lower spec. limit LSL: 10 mils
Upper spec. limit USL: 15 mils
First Bar Side 1 mean value: 10.84 mils
First Bar Side 2 mean value: 11.08 mils
Second Bar Side 1 mean value: 10.21 mils
Second Bar Side 2 mean value: 10.61 mils
First Bar Mean: 10.96 mils
Second Bar Mean: 10.41 mils
Total mean value: 10.69 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2020