Summary for Test 2018-07-03-4-1

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 209114
DEA: 040A7104
EFIS: 0400000160
COOP: 042550
DIST-CO-RTE-PM04-ALA-880-28.4/29.2
Award Date04/30/2014
Closeout Date07/23/2020
Work DescriptionWIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location DescriptionALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/11/2013)

Sample Information

Sample Taken Date07/03/2018 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 testing07/06/2018
Sample typeQuality Assurance A brief description of the sampleNo. 4 and 5 Purple Epoxy Rebar
The quantity of what the sample constitutes9728 pounds From where was the sample collectedManufacturer
First name of sampler or witnessed byKen Last name of sampler or witnessed byVarela
Title of samplerAssociate Steel Inspector Telephone number of sampler562-440-7716
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameFletcher Coating Co Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL08-044-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1202002717, 5E18101842
Rebar Epoxy Batch Number(s)8D09 Rebar Coating SpecificationASTM A934
Rebar Size (#)4 & 5 Rebar Coating ColorPurple
Rebar ManufacturerNucor Rebar CoaterFletcher Coating Company
Rebar Powder Manufacturer3M Release NumberUnknown
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2018-07-03-4
DIME Test ID: 2018-07-03-4-1
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: 2018-07-18

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 07/10/2018
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 4A
Bar # for Second Bar: 4B
First Bar Side 1 mean value: 9.21
First Bar Side 2 mean value: 9.64
Second Bar Side 1 mean value: 9.36
Second Bar Side 2 mean value: 10.52
First Bar Mean: 9.43
Second Bar Mean: 9.94
Total mean value: 9.68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/11/2018