Summary for Test 2017-12-14-36-1

Test performed: ASTM A884-14

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 Date12/14/2017 Sample Unique Key36
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 testing12/15/2017
Sample typeQuality Assurance A brief description of the sample1-1/4 A775 Dowel Baskets
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byRob Last name of sampler or witnessed byRamos
Title of samplerQA Telephone number of sampler916-996-2658
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameDayton Superior Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormS08-060-17 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat NumberSE17105160, SE17101250
Dowel Epoxy Batch Number7996025460 Dowel Coating SpecificationASTM A775
Dowel Size1.25 in Dowel Coating ColorGreen
Dowel ManufacturerNucor Dowel CoaterDayton Superior
Release Number1384155 Quality Assurance CodeUnknown
Rebar Size (#)Unknown

Test Details

DIME Sample ID: 2017-12-14-36
DIME Test ID: 2017-12-14-36-1
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: 2017-12-26

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 12/15/2017
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 14.26 mils
First Bar Side 2 mean value: 12.1 mils
Second Bar Side 1 mean value: 11.75 mils
Second Bar Side 2 mean value: 11.91 mils
First Bar Mean: 13.18 mils
Second Bar Mean: 11.83 mils
Total mean value: 12.5 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/19/2017