Summary for Test 2018-07-13-2-1

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 212741
DEA: 020E1804
EFIS: 0200000022
DIST-CO-RTE-PM02-PLU-89-29.8/30.2
Award Date12/13/2017
Closeout Date12/17/2021
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionPLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
QA Service Level1 (Verified on 12/06/2017)

Sample Information

Sample Taken Date07/13/2018 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/18/2018
Sample typeDepartment Acceptance A brief description of the samplePrefabricated rebar 10
The quantity of what the sample constitutes2769 lbs 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 identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL08-049-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4076492
Rebar Epoxy Batch Number(s)8D09 Rebar Coating SpecificationASTM A934
Rebar Size (#)8 Rebar Coating ColorPurple
Rebar ManufacturerCMC Steel AZ Rebar CoaterFletcher Coating Company
Rebar Powder ManufacturerUnknown Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2018-07-13-2
DIME Test ID: 2018-07-13-2-1
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: 2018-07-26

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 07/19/2018
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 8A
Bar # for Second Bar: 8B
First Bar Side 1 mean value: 9.27
First Bar Side 2 mean value: 7.98
Second Bar Side 1 mean value: 8.7
Second Bar Side 2 mean value: 8.8
First Bar Mean: 8.63
Second Bar Mean: 8.75
Total mean value: 8.69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/19/2018