Summary for Test 2017-07-27-7-1

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Award Date11/16/2015
Closeout Date07/11/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
QA Service Level1 (Verified on 03/07/2016)

Sample Information

Sample Taken Date07/27/2017 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing08/02/2017 Sample typeQuality Assurance
A brief description of the sampleEpoxy Coated Rebar The quantity of what the sample constitutes2
From where was the sample collectedFabricator First name of sampler or witnessed byJeffrey
Last name of sampler or witnessed bySulka Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameFletcher
Transportation Laboratory (TL) NumberC970786 Inspector Lot Number from the Transportation Laboratory (TL) FormL8103517
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4067057
Rebar Epoxy Batch Number(s)3528580 Rebar Coating SpecificationASTM A934
Rebar Size (#)7 Rebar Coating ColorPurple
Rebar ManufacturerCMC Rebar Rebar CoaterFletcher Coating Company
Rebar Powder ManufacturerUnknown Release NumberUnknown
Quality Assurance CodeA93417G27R2S128580

Test Details

DIME Sample ID: 2017-07-27-7
DIME Test ID: 2017-07-27-7-1
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: 2017-08-10

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 08/03/2017
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: 10.93 mils
First Bar Side 2 mean value: 9.048 mils
Second Bar Side 1 mean value: 9.416 mils
Second Bar Side 2 mean value: 10.86 mils
First Bar Mean: 9.99 mils
Second Bar Mean: 10.14 mils
Total mean value: 10.06 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/3/2017 ✔