Summary for Test 2018-03-14-2-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 212618
DEA: 044G0564
EFIS: 0417000154
DIST-CO-RTE-PM04-ALA-680-M2.4/M12.4
Award Date11/16/2017
Closeout Date12/08/2022
Work DescriptionROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS
Location DescriptionFREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/16/2017)

Sample Information

Sample Taken Date03/14/2018 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing03/19/2018 Sample typeQuality Assurance
A brief description of the sampleGreen Epoxy Dowels The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byRick
Last name of sampler or witnessed byBettencourt Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameDayton Superior
Transportation Laboratory (TL) NumberC927477 Inspector Lot Number from the Transportation Laboratory (TL) FormS2502518
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Numberunknown
Dowel Epoxy Batch NumberUnknown Dowel Coating SpecificationASTM A775
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel ManufacturerUnknown Dowel CoaterDayton Superior
Release Number1402397-1 Quality Assurance CodeUnknown
Rebar Size (#)Unknown

Test Details

DIME Sample ID: 2018-03-14-2
DIME Test ID: 2018-03-14-2-1
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: 2018-03-27

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 03/20/2018
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 11.53 mils
First Bar Side 2 mean value: 10.18 mils
Second Bar Side 1 mean value: 11.07 mils
Second Bar Side 2 mean value: 11.87 mils
First Bar Mean: 10.86 mils
Second Bar Mean: 11.47 mils
Total mean value: 11.16 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/20/2018 ✔