Summary for Test 2025-08-12-7-1

Test performed: ASTM A775-19

Project Information

Project IdentifiersProject ID: 6276
DEA: 112T0004
DIST-CO-RTE-PM11-SD-52,67-27.4/28.5,R1.8/R4.3
Award Date04/10/2008
Closeout Date06/27/2011
Work DescriptionCONSTRUCT A FREEWAY AND INTERCHANGE
Location DescriptionNot set
QA Service Level1 (Verified on 12/27/2011)

Sample Information

Sample Taken Date08/12/2025 Sample Unique Key7
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 testing08/18/2025
Sample typeQuality Assurance A brief description of the sample#6 x 30" Tie Bars
The quantity of what the sample constitutes1000 From where was the sample collectedManufacturer
First name of sampler or witnessed byJayce Last name of sampler or witnessed byGroves
Title of samplerQA Telephone number of sampler5626585112
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) FormL196-001-25 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4400038256 4400029979 4400037431
Rebar Epoxy Batch Number(s)CH0174PC CH2424PC CH0665YM Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterSimcoat Inc
Rebar Powder Manufacturer Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2025-08-12-7
DIME Test ID: 2025-08-12-7-1
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: 2025-09-08

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/08/2025
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: 6.89
First Bar Side 2 mean value: 7.48
Second Bar Side 1 mean value: 9.42
Second Bar Side 2 mean value: 9.94
First Bar Mean: 7.19
Second Bar Mean: 9.68
Total mean value: 8.43
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/8/2025