Summary for Test 2023-11-14-57-3

Test performed: ASTM A934-19

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date11/14/2023 Sample Unique Key57
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 testing11/29/2023
Sample typeVerification A brief description of the sample#6 Epoxy Coated Rebar
The quantity of what the sample constitutesAD Audit From where was the sample collectedFabricator
First name of sampler or witnessed byMichael Last name of sampler or witnessed byCattabiani
Title of samplerAMR Telephone number of sampler201-674-6612
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFletcher Coating Transportation Laboratory (TL) Number
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)251423
Rebar Epoxy Batch Number(s)3K11 Rebar Coating SpecificationASTM A934
Rebar Size (#)6 Rebar Coating ColorPurple
Rebar ManufacturerCascade Steel Rebar CoaterFletcher Coating Company
Rebar Powder Manufacturer Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2023-11-14-57
DIME Test ID: 2023-11-14-57-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2023-12-01

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 12/01/2023
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 10.5
First Bar Side 2 mean value: 10.44
Second Bar Side 1 mean value: 10.02
Second Bar Side 2 mean value: 10.57
First Bar Mean: 10.47
Second Bar Mean: 10.3
Total mean value: 10.38
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/1/2023