Summary for Test 2025-09-30-4-1

Test performed: ASTM A775-19

Project Information

Project IdentifiersProject ID: 1000851
DEA: 07351704
EFIS: 0718000204
DIST-CO-RTE-PM07-VEN-118,118-15.6/R17.9
Award Date03/25/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA.
Location DescriptionVENTURA COUNTY IN MOORPARK AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/11/2025)

Sample Information

Sample Taken Date09/30/2025 Sample Unique Key4
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 testing10/02/2025
Sample typeQuality Assurance A brief description of the sample#6 x 30" Tie Bars
The quantity of what the sample constitutes2500 From where was the sample collectedManufacturer
First name of sampler or witnessed byChris Last name of sampler or witnessed byDsouza
Title of sampler Telephone number of sampler562 658 6112
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) FormL196-013-25 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4400039392
Rebar Epoxy Batch Number(s)BD40130NA 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: 2025-09-30-4
DIME Test ID: 2025-09-30-4-1
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: 2025-10-17

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 10/17/2025
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: 8.44
First Bar Side 2 mean value: 7.4
Second Bar Side 1 mean value: 7.4
Second Bar Side 2 mean value: 6.53
First Bar Mean: 7.92
Second Bar Mean: 6.97
Total mean value: 7.44
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/17/2025