Summary for Test 2021-05-19-4-2

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date09/23/2020
Closeout Date08/11/2023
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date05/19/2021 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing05/24/2021 Sample typeQuality Assurance
A brief description of the sample# 8 Epoxy Coated Audit Sample The quantity of what the sample constitutesSample testing for audit findings
From where was the sample collectedManufacturer First name of sampler or witnessed byDavid
Last name of sampler or witnessed byLund Title of samplerCT QA METS Inspector
Telephone number of sampler3854470624 Laboratory sample identificationna
Linked DIME Sample IDna The fabricator/manufacturer/facility nameWestern Coatings Ogden, UT
Transportation Laboratory (TL) Numberna Inspector Lot Number from the Transportation Laboratory (TL) FormB390-066-21
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1202031306 1201031565
Rebar Epoxy Batch Number(s)C210835 Rebar Coating SpecificationASTM A775
Rebar Size (#)8 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterWestern Coating Ogden UT
Rebar Powder ManufacturerPureflex Green Release NumberERSS332252SS-FH9
Quality Assurance Code

Test Details

DIME Sample ID: 2021-05-19-4
DIME Test ID: 2021-05-19-4-2
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: 2021-05-26

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 05/24/2021
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: 9.67
First Bar Side 2 mean value: 9.16
Second Bar Side 1 mean value: 10.39
Second Bar Side 2 mean value: 11.23
First Bar Mean: 9.41
Second Bar Mean: 10.81
Total mean value: 10.11
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/26/2021