Summary for Test 2019-05-24-10-1

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 213572
DEA: 042J6704
EFIS: 0414000544
DIST-CO-RTE-PM04-ALA-238-14.5/16.5
Award Date11/29/2018
Closeout Date03/12/2020
Work DescriptionHIGHWAY LIGHTING
Location DescriptionALAMEDA COUNTY IN SAN LORENZO FROM 0.42 MILE WEST OF HESPERIAN BOULEVARD UNDERCROSSING TO 0.52 MILE EAST OF MISSION BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 05/06/2019)

Sample Information

Sample Taken Date05/24/2019 Sample Unique Key10
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 testing06/12/2019
Sample typeQuality Assurance A brief description of the sampleEpoxy Coated Rebar
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed bySchmitt
Title of sampler Telephone number of sampler
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)1202011759
Rebar Epoxy Batch Number(s) Rebar Coating SpecificationASTM A934
Rebar Size (#)6 Rebar Coating ColorPurple
Rebar ManufacturerNucor Rebar CoaterFletcher Coating Company
Rebar Powder ManufacturerUnknown Release NumberUnknown
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2019-05-24-10
DIME Test ID: 2019-05-24-10-1
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: 2019-06-18

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 06/14/2019
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: 11.68
First Bar Side 2 mean value: 11.38
Second Bar Side 1 mean value: 10.77
Second Bar Side 2 mean value: 12.72
First Bar Mean: 11.53
Second Bar Mean: 11.75
Total mean value: 11.64
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2019