Summary for Test 2024-05-29-1-1

Test performed: ASTM A775-19

Project Information

Project IdentifiersProject ID: 214698
DEA: 120N8904
EFIS: 1214000130
DIST-CO-RTE-PM12-ORA-133-8.3/M9.3
Award Date11/09/2023
Closeout DateNot set
Work DescriptionCONSTRUCT AUXILIARY LANE.
Location DescriptionORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date05/29/2024 Sample Unique Key1
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 testing05/31/2024
Sample typeQuality Assurance A brief description of the sampleEpoxy Anchor Dowels
The quantity of what the sample constitutes130 From where was the sample collectedManufacturer
First name of sampler or witnessed byBrian Last name of sampler or witnessed byMurray
Title of samplerQA Inspector Telephone number of sampler5624420352
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWestern Coatings Transportation Laboratory (TL) NumberL140-041-24
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1201056569
Rebar Epoxy Batch Number(s)CH3553NL Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterWestern Coating Ogden UT
Rebar Powder ManufacturerSherwin Williams Release Number211-E1, 212-E1, 212-ET,216-E1
Quality Assurance Code

Test Details

DIME Sample ID: 2024-05-29-1
DIME Test ID: 2024-05-29-1-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Test Release Date: 2024-06-11

Test Results


Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 06/06/2024
Lower spec. limit LSL: 7
Upper spec. limit USL: 16
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 9.69
First Bar Side 2 mean value: 10.56
Second Bar Side 1 mean value: 10.23
Second Bar Side 2 mean value: 10.57
First Bar Mean: 10.13
Second Bar Mean: 10.4
Total mean value: 10.26
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2024