Summary for Test 2017-07-28-5-2

Test performed: ASTM A775-07b-re14

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 Date07/28/2017 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing08/01/2017 Sample typeQuality Assurance
A brief description of the sampleEpoxy Coated Threadbar 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 sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWilliams Form
Transportation Laboratory (TL) NumberC647233 Inspector Lot Number from the Transportation Laboratory (TL) FormL7300717
Structure unique identifierNot set Structure nameNot set
Bid ItemNot 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 Barunknown System ManufacturerWilliams Form
Epoxy Coating ColorPurple Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A934 epoxy Bar Heat Number(s)100786966
Nut Heat Number(s) Bar Lot Number
Nut Lot Number9H7D Coupler Heat Number(s)
Coupler Grade

Test Details

DIME Sample ID: 2017-07-28-5
DIME Test ID: 2017-07-28-5-2
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: 2017-08-09

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 08/01/2017
Lower spec. limit LSL: 10 mils
Upper spec. limit USL: 15 mils
Bar # for First Bar: no data
Bar # for Second Bar: no data
First Bar Side 1 mean value: 11.93 mils
First Bar Side 2 mean value: 11.74 mils
Second Bar Side 1 mean value: 15.45 mils
Second Bar Side 2 mean value: 14.98 mils
First Bar Mean: 11.84 mils
Second Bar Mean: 15.22 mils
Total mean value: 13.53 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/2/2017 ✔