Summary for Test 2018-02-22-1-2

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 209694
DEA: 080J0704
EFIS: 0800000282
DIST-CO-RTE-PM08-SBD-215-0.6/1.7
Award Date10/17/2017
Closeout Date04/23/2020
Work Description(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location DescriptionGrade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
QA Service Level1 (Verified on 12/11/2017)

Sample Information

Sample Taken Date02/22/2018 Sample Unique Key1
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 testing02/23/2018
Sample typeQuality Assurance A brief description of the sample6x30 Full Epoxy Tie Bar Baskets
The quantity of what the sample constitutes542 From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byCarpenter
Title of samplerQA Telephone number of sampler415-608-1742
Laboratory sample identificationxxxx Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameDayton Superior Modesto Transportation Laboratory (TL) NumberC715154
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-004-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)SE17102286 SE17102987
Rebar Epoxy Batch Number(s)7T96025849 Rebar Coating SpecificationASTM A775
Rebar Size (#)#6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterDayton Superior
Rebar Powder ManufacturerValspar Release NumberB24-004-18
Quality Assurance Codexxx

Test Details

DIME Sample ID: 2018-02-22-1
DIME Test ID: 2018-02-22-1-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Test Release Date: 2018-03-07

Test Results


Input Type: Measured
Tester's full name: Glen Weldon
Date of test: 02/28/2018
Total Number of Holiday: 0
Total Length: 5
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 2/28/2018