Summary for Test 2022-12-06-21-1

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 Date12/17/2021
Closeout Date05/04/2026
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 Date12/06/2022 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing12/14/2022 Sample typeQuality Assurance
A brief description of the sample#6 A775 Epoxy Rebar The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byJennifer
Last name of sampler or witnessed byMcCann Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Highway Products Akzo Nobel
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 CoaterPacific Highway Products
Rebar Powder ManufacturerAkzo Nobel Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2022-12-06-21
DIME Test ID: 2022-12-06-21-1
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: 2022-12-20

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 12/19/2022
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: 9.56
First Bar Side 2 mean value: 9.99
Second Bar Side 1 mean value: 9.07
Second Bar Side 2 mean value: 9.66
First Bar Mean: 9.78
Second Bar Mean: 9.37
Total mean value: 9.57
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/20/2022 ✔