Summary for Test 2017-08-18-5-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 208947
DEA: 060P2904
EFIS: 0612000106
COOP: 061562
DIST-CO-RTE-PM06-KER-155-1.5
Award Date03/15/2017
Closeout Date08/19/2021
Work DescriptionCONSTRUCT ROUNDABOUT AND SR 155 AND BROWING ROAD
Location DescriptionCITY OF DELANO
QA Service Level1 (Verified on 05/01/2017)

Sample Information

Sample Taken Date08/18/2017 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing08/18/2017 Sample typeQuality Assurance
A brief description of the sample2 bars selected at random The quantity of what the sample constitutes31
From where was the sample collectedSource First name of sampler or witnessed byRichard
Last name of sampler or witnessed byBettencourt Title of samplerCT METS QA INSPECTOR
Telephone number of sampler209-201-5432 Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameDayton Superior Modesto
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormS25-166-17
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat NumberPL17203420
Dowel Epoxy Batch Number7596024672 Dowel Coating SpecificationASTM A884
Dowel Size1.25 in Dowel Coating ColorGreen
Dowel ManufacturerNucor Dowel CoaterDayton Superior
Release Number1351031-1 Quality Assurance CodeUnknown
Rebar Size (#)Unknown

Test Details

DIME Sample ID: 2017-08-18-5
DIME Test ID: 2017-08-18-5-1
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: 2017-08-30

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 08/23/2017
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 12.96 mils
First Bar Side 2 mean value: 12.56 mils
Second Bar Side 1 mean value: 13.85 mils
Second Bar Side 2 mean value: 13.13 mils
First Bar Mean: 12.76 mils
Second Bar Mean: 13.49 mils
Total mean value: 13.13 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/23/2017 ✔