Summary for Test 2019-07-10-1-5

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 213763
DEA: 060Q19A4
EFIS: 0613000152
DIST-CO-RTE-PM06-KER-58-R99.0/R100.3
Award Date02/04/2019
Closeout Date10/22/2021
Work DescriptionWIDEN SHOULDERS AND REPLACE BRIDGES
Location DescriptionKERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
QA Service Level1 (Verified on 01/09/2019)

Sample Information

Sample Taken Date07/10/2019 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 testing07/17/2019
Sample typeQuality Assurance A brief description of the sampleA706 epoxy coated rebar
The quantity of what the sample constitutes21,084 lbs From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerQA Telephone number of sampler916-826-6371
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCon-Fab California Corporation Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS47-14-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1202010144, 1201009424, 1202011648
Rebar Epoxy Batch Number(s) Rebar Coating SpecificationASTM A775
Rebar Size (#)5,6 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterWestern Coating
Rebar Powder ManufacturerAKZOnOBEL Release NumberUnknown
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2019-07-10-1
DIME Test ID: 2019-07-10-1-5
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: 2019-07-24

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 07/18/2019
Lower spec. limit LSL: 7
Upper spec. limit USL: 16
Bar # for First Bar: 5
Bar # for Second Bar: 6
First Bar Side 1 mean value: 8.38
First Bar Side 2 mean value: 8.39
Second Bar Side 1 mean value: 8.3
Second Bar Side 2 mean value: 8.08
First Bar Mean:8.39
Second Bar Mean:8.19
Total mean value:8.29
General comments (publicly viewable) (Max 1000 characters): Bar 5&6 HT#1202011648

Test was verified on 7/24/2019