Test 2019-10-16-1-1 (ASTM A775-07b-re14) Summary

Project Information
Project IdentifiersProject ID: 213916
DEA: 06484664
EFIS: 0618000213
COOP: 061681
DIST-CO-RTE-PM06-KER-58,99-R52.1/R52.5
Work DescriptionRT 58/99 BAKERSFIELD FREEWAY CONNECTOR -widening the existing SR 58/SR 99 grade separation structure and realigning the Westbound to Southbound loop connector. Auxiliary lane and collector-distributor lanes on Southbound SR 99.
Location DescriptionSR 58/SR 99
Sample Information
Sample Taken Date10/16/2019 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 testing10/18/2019
Sample typeAcceptance A brief description of the sample#8 A775 Epoxy Coated Rebar
The quantity of what the sample constitutes13945lbs From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMuser
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameWestern Coatings Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-325-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1201013127
Rebar Epoxy Batch Number(s)VG86261NA Rebar Coating SpecificationASTM A775
Rebar Size (#)8 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterWestern Coating
Rebar Powder ManufacturerAkzoNobel Release Number382
Quality Assurance Code
Test Details
DIME Sample ID: 2019-10-16-1
DIME Test ID: 2019-10-16-1-1
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: 2019-10-21
Test Results

Input Type: Measured
Tester's full name: Rheanna Andelin
Date of test: 10/18/2019
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: 9.68
First Bar Side 2 mean value: 8.69
Second Bar Side 1 mean value: 9.64
Second Bar Side 2 mean value: 9.66
First Bar Mean:9.18
Second Bar Mean:9.65
Total mean value:9.42
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2019