Test 2020-12-09-3-1 (ASTM A884-14) Summary

Project Information
Project IdentifiersProject ID: 214397
DEA: 120N3204
EFIS: 1213000196
DIST-CO-RTE-PM12-ORA-91-R9.8/R18.9
Work DescriptionCONST PRECAST SLAB REPLACEMENT, COLD PLANE AC PVMT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE
Sample Information
Sample Taken Date12/9/2020 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/23/2020
Sample typeQuality Assurance A brief description of the sampleEpoxy Coated Loose Dowels
The quantity of what the sample constitutes2860 bars From where was the sample collectedFabricator
First name of sampler or witnessed byOscar Last name of sampler or witnessed byVizcaino
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameConstruction Materials, Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB378-111-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)7011000
Rebar Epoxy Batch Number(s)4792141 Rebar Coating SpecificationASTM A775
Rebar Size (#)1-1/4" x 18' Rebar Coating ColorGreen
Rebar ManufacturerCMC Rebar CoaterConstruction Materials Inc
Rebar Powder Manufacturer Release Number
Quality Assurance Code
Test Details
DIME Sample ID: 2020-12-09-3
DIME Test ID: 2020-12-09-3-1
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: 2021-01-04
Test Results

Input Type: Measured
Tester's full name: Steven Paine
Date of test: 12/28/2020
Lower spec. limit LSL: 7
Upper spec. limit USL: 40
First Bar Side 1 mean value: 10.56
First Bar Side 2 mean value: 10.38
Second Bar Side 1 mean value: 9.77
Second Bar Side 2 mean value: 10.18
First Bar Mean:10.47
Second Bar Mean:9.98
Total mean value:10.22
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/04/2021