Summary for Test 2019-09-11-6-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 213274
DEA: 010C8104
EFIS: 0113000060
DIST-CO-RTE-PM01-LAK-20,53-31.1/31.8,7.0/7.4
Award Date06/11/2018
Closeout Date07/09/2021
Work DescriptionCONSTRUCT ROUNDABOUT
Location DescriptionLAKE COUNTY NEAR CLEARLAKE OAKS ON ROUTE 20 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 53 AND ON ROUTE 53 FROM 0.4 MILE SOUTH OF ROUTE 20 TO ROUTE 20
QA Service Level1 (Verified on 04/27/2018)

Sample Information

Sample Taken Date09/11/2019 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing05/01/2019 Sample typeQuality Assurance
A brief description of the sampleA934 Coated Dowels The quantity of what the sample constitutes222 Dowel Bar Baskets
From where was the sample collectedManufacturer First name of sampler or witnessed byDavid
Last name of sampler or witnessed byWeeks Title of samplerASI
Telephone number of sampler310-883-8369 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSimplex JC Supply
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL79-178-19
Structure unique identifier Structure nameBI 56
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number3089193
Dowel Epoxy Batch NumberCH1729WB Dowel Coating SpecificationASTM A934
Dowel Size1.25 in Dowel Coating ColorPurple
Dowel ManufacturerCMC Dowel CoaterSimplex JC Supply
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2019-09-11-6
DIME Test ID: 2019-09-11-6-1
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: 2019-09-19

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 09/19/2019
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
First Bar Side 1 mean value: 8.6 mils
First Bar Side 2 mean value: 8.32 mils
Second Bar Side 1 mean value: 7.82 mils
Second Bar Side 2 mean value: 7.99 mils
First Bar Mean: 8.46 mils
Second Bar Mean: 7.91 mils
Total mean value: 8.18 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/19/2019 ✔