Summary for Test 2017-12-07-4-2

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date12/07/2017 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 testing12/11/2017
Sample typeQuality Assurance A brief description of the sampleEpoxy coated No. 5 rebar
The quantity of what the sample constitutes22338 lbs. From where was the sample collectedManufacturer
First name of sampler or witnessed byKenneth Last name of sampler or witnessed byVarela
Title of samplerAssociate Steel Inspector Telephone number of sampler5622299279
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) FormL0810717 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)SE17104308
Rebar Epoxy Batch Number(s) Rebar Coating SpecificationASTM A934
Rebar Size (#)5 Rebar Coating ColorPurple
Rebar ManufacturerNucor Rebar CoaterFletcher Coating Company
Rebar Powder ManufacturerUnknown Release NumberUnknown
Quality Assurance CodeA93417K22R2S1

Test Details

DIME Sample ID: 2017-12-07-4
DIME Test ID: 2017-12-07-4-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Test Release Date: 2017-12-19

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 12/11/2017
Total Number of Holiday: 0
Total Length: 2.6
Holidays Per Linear Foot of Bar:0
Holiday Test Pass/Fail:Pass
Bend Test Pass/Fail:Pass
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/12/2017