Summary for Test 2019-03-11-3-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout Date08/01/2024
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date03/11/2019 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing03/19/2019 Sample typeQuality Assurance
A brief description of the sampleEpoxy Coated Dowel The quantity of what the sample constitutes1 lot
From where was the sample collectedManufacturer First name of sampler or witnessed byRussell
Last name of sampler or witnessed byLynch Title of sampler
Telephone number of sampler3609216934 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJC Supply and Manufacturing
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL96-055-19
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat NumberSE18101988, 1202005040, 1201008153, 1202008018, 1202006692, 1201006754 1201009492, 1202009370 1202006692
Dowel Epoxy Batch Number8996028085 8V96028644 Dowel Coating SpecificationASTM A775
Dowel Size1.25 in Dowel Coating ColorGreen
Dowel Manufacturer Dowel CoaterJC Supply And Manufacturing
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2019-03-11-3
DIME Test ID: 2019-03-11-3-1
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: 2019-03-27

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 03/20/2019
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 10.28 mils
First Bar Side 2 mean value: 13.07 mils
Second Bar Side 1 mean value: 13.06 mils
Second Bar Side 2 mean value: 11.6 mils
First Bar Mean: 11.68 mils
Second Bar Mean: 12.33 mils
Total mean value: 12 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/20/2019 ✔