Summary for Test 2023-02-22-47-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 215788
DEA: 101C7904
EFIS: 1016000046
DIST-CO-RTE-PM10-MER-5-0.4
Award DateNot set
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionMERCED COUNTY 0.4 MILE NORTH OF THE FRESNO COUNTY LINE AT THE JOHN "CHUCK" ERRECA SAFETY ROADSIDE REST AREA
QA Service Level1 (Verified on 06/03/2021)

Sample Information

Sample Taken Date02/22/2023 Sample Unique Key47
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 testing03/09/2023
Sample typeQuality Assurance A brief description of the sample#6 Epoxy Rebar
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byJuan Last name of sampler or witnessed byDe La Torre
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAkzonobel Nucor Transportation Laboratory (TL) NumberC02222023A
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)4400022209
Rebar Epoxy Batch Number(s)YH78379NA Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterAkzoNobel
Rebar Powder ManufacturerAkzoNobel Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2023-02-22-47
DIME Test ID: 2023-02-22-47-1
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: 2023-03-28

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 03/23/2023
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 11.29
First Bar Side 2 mean value: 9.66
Second Bar Side 1 mean value: 8.17
Second Bar Side 2 mean value: 8.11
First Bar Mean: 10.48
Second Bar Mean: 8.14
Total mean value: 9.31
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/28/2023