Summary for Test 2019-05-15-13-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 213470
DEA: 06394604
EFIS: 0600020595
DIST-CO-RTE-PM06-FRE-269-10.6/12.4
Award Date11/02/2018
Closeout Date10/15/2020
Work DescriptionREPLACE BRIDGES AND RECONSTRUCT ROADWAY.
Location DescriptionFRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date05/15/2019 Sample Unique Key13
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 testing05/24/2019
Sample typeQuality Assurance A brief description of the sampleGreen Epoxy Rebar
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byFares Last name of sampler or witnessed byThwabah
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCascade Western Coating Transportation Laboratory (TL) NumberC816426
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)023219
Rebar Epoxy Batch Number(s)UM96886NA Rebar Coating SpecificationASTM A775
Rebar Size (#)7 Rebar Coating ColorGreen
Rebar ManufacturerCascade Rebar CoaterWestern Coating
Rebar Powder ManufacturerAkzoNobel Release Number005EP 067EP 012EP 013EP 071EP
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2019-05-15-13
DIME Test ID: 2019-05-15-13-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Test Release Date: 2019-06-04

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 05/28/2019
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: 13.27
First Bar Side 2 mean value: 12.33
Second Bar Side 1 mean value: 12.28
Second Bar Side 2 mean value: 12.39
First Bar Mean: 12.8
Second Bar Mean: 12.34
Total mean value: 12.57
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/28/2019