Summary for Test 2019-08-02-6-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date08/02/2019 Sample Unique Key6
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 testing08/02/2019
Sample typeQuality Assurance A brief description of the sampleAD Audit No 6 A775 Loose TIe Bars
The quantity of what the sample constitutesHeat 1202014787 From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Telephone number of sampler310-883-8369
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSimplex JC Supply Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-166-19 Structure unique identifier
Structure nameRTE 60 Euclid

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1202014787
Rebar Epoxy Batch Number(s)3CH0029726 Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterJC Supply And Manufacturing
Rebar Powder ManufacturerValspar Release NumberAD Audit
Quality Assurance CodeAD AUdit

Test Details

DIME Sample ID: 2019-08-02-6
DIME Test ID: 2019-08-02-6-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Test Release Date: 2019-08-08

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 08/07/2019
Lower spec. limit LSL: 7
Upper spec. limit USL: 16
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 8.24
First Bar Side 2 mean value: 10.31
Second Bar Side 1 mean value: 8.71
Second Bar Side 2 mean value: 8.78
First Bar Mean: 9.28
Second Bar Mean: 8.75
Total mean value: 9.01
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/8/2019