Summary for Test 2026-07-17-5-1

Test performed: ASTM A775-19

Project Information

Project IdentifiersProject ID: 1001469
DEA: 120K62U4
EFIS: 1224000090
DIST-CO-RTE-PM12-ORA,-5-R25.8/30.3
Award Date11/12/2025
Closeout DateNot set
Work DescriptionCONST BRIDGE, RW, SW, PAVEMENT, DRAINAGE, AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN IRVINE AND TUSTIN FROM YALE AVENUE OVERCROSSING TO ROUTE 5/55 SEPARATION
QA Service Level1 (Verified on 08/13/2025)

Sample Information

Sample Taken Date07/17/2026 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing07/17/2026 Sample typeQuality Assurance
A brief description of the sample#6 x 30" Epoxy Coated Rebar The quantity of what the sample constitutes2850 Ea
From where was the sample collectedManufacturer First name of sampler or witnessed byChris
Last name of sampler or witnessed byDsouza Title of samplerCT METS QA INSPECTOR
Telephone number of sampler9493852715 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Highway Products
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL132-071-26
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4400036376
Rebar Epoxy Batch Number(s)BJ73935NA Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterSIMCOTE
Rebar Powder Manufacturer Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2026-07-17-5
DIME Test ID: 2026-07-17-5-1
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: 2026-08-04

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 08/04/2026
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: 9.6
First Bar Side 2 mean value: 9.63
Second Bar Side 1 mean value: 7.82
Second Bar Side 2 mean value: 8.8
First Bar Mean: 9.62
Second Bar Mean: 8.31
Total mean value: 8.96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2026 ✔