Summary for Test 2018-02-01-1-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 211070
DEA: 080Q3004
EFIS: 0800020191
DIST-CO-RTE-PM08-SBD-138-R17.1/R19.2
Award Date04/18/2016
Closeout Date09/28/2020
Work DescriptionREALIGN SECTION OF STATE ROUTE 138
Location DescriptionNear Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
QA Service Level1 (Verified on 04/27/2016)

Sample Information

Sample Taken Date02/01/2018 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing02/05/2018 Sample typeAuthorization
A brief description of the sampleNo 5 Epoxy Rebar The quantity of what the sample constitutes2
From where was the sample collectedSource First name of sampler or witnessed byGuillermo
Last name of sampler or witnessed byPuerta Falla Title of samplerUnknown
Telephone number of sampler510-374-9619 Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameWestern Coating
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormL11300118
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)PL17210111
Rebar Epoxy Batch Number(s)TJ77002NA Rebar Coating SpecificationASTM A775
Rebar Size (#)5 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterWestern Coating
Rebar Powder ManufacturerAkzoNobel Surface Chemistry, LLC Release NumberUnknown
Quality Assurance CodeC172083

Test Details

DIME Sample ID: 2018-02-01-1
DIME Test ID: 2018-02-01-1-1
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: 2018-02-13

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 02/05/2018
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: no data
Bar # for Second Bar: no data
First Bar Side 1 mean value: 9.68
First Bar Side 2 mean value: 10.3
Second Bar Side 1 mean value: 8.85
Second Bar Side 2 mean value: 9.44
First Bar Mean: 9.99
Second Bar Mean: 9.14
Total mean value: 9.57
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/6/2018 ✔