Summary for Test 2018-04-17-5-1

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 212247
DEA: 010G8004
MINOR: 01A1727
DIST-CO-RTE-PM01-MEN-1-78.0/83.5, 77.0/83.5
Award Date01/11/2017
Closeout Date04/12/2021
Work DescriptionMajor Damage Restoration
Location DescriptionIn Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date04/17/2018 Sample Unique Key5
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 testing04/19/2018
Sample typeQuality Assurance A brief description of the sampleEpoxy Coated Rebar
The quantity of what the sample constitutes2409 Lbs From where was the sample collectedManufacturer
First name of sampler or witnessed byRussell Last name of sampler or witnessed byLynch
Title of samplerQAI Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFletcher Coating Co Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL96-068-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4072916
Rebar Epoxy Batch Number(s)8A25B179 Rebar Coating SpecificationASTM A934
Rebar Size (#)#6 Rebar Coating ColorPurple
Rebar ManufacturerCMC Steel Rebar CoaterFletcher Coating Company
Rebar Powder Manufacturer3M Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2018-04-17-5
DIME Test ID: 2018-04-17-5-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2018-05-01

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 04/20/2018
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 6
Bar # for Second Bar: 6
First Bar Side 1 mean value: 9.74
First Bar Side 2 mean value: 9.68
Second Bar Side 1 mean value: 8.92
Second Bar Side 2 mean value: 10.42
First Bar Mean: 9.71
Second Bar Mean: 9.67
Total mean value: 9.69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2018