Summary for Test 2022-07-22-46-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 993193
DEA: 031H18U4
EFIS: 0321000106
DIST-CO-RTE-PM03-NEV-80-13.0/16.5
Award Date11/04/2021
Closeout Date12/14/2023
Work DescriptionROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionNEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date07/22/2022 Sample Unique Key46
Date that the sample was received by the laboratory/organization performing the testing07/25/2022 Sample typeQuality Assurance
A brief description of the sample1-1/4" Purple Epoxy Dowels The quantity of what the sample constitutes1,200 Loose Dowels
From where was the sample collectedManufacturer First name of sampler or witnessed byMahlon Lindenmuth
Last name of sampler or witnessed byLindenmuth Title of samplerQA Inspector
Telephone number of sampler6467403704 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAmerican Highway
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS46-607-22
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number343621
Dowel Epoxy Batch Number3CH2010021 2CH2105028 CH0472SB Dowel Coating SpecificationASTM A934
Dowel Size1.25 in Dowel Coating ColorPurple
Dowel ManufacturerCascade Steel Dowel CoaterAmerican Highway
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2022-07-22-46
DIME Test ID: 2022-07-22-46-1
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: 2022-07-28

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 07/27/2022
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 9.96
First Bar Side 2 mean value: 7.8
Second Bar Side 1 mean value: 8.24
Second Bar Side 2 mean value: 9.5
First Bar Mean: 8.88
Second Bar Mean: 8.87
Total mean value: 8.88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/28/2022 ✔