Summary for Test 2020-08-12-23-3

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 213154
DEA: 060G8514
EFIS: 0614000009
DIST-CO-RTE-PM06-KER-58-R52.4/R55.5
Award Date05/01/2018
Closeout Date11/29/2021
Work DescriptionREPLACE LANES AND SHOULDERS WITH CONTINUOUSLY REINFORCED CONCRETE.
Location DescriptionKERN COUNTY IN BAKERSFIELD FROM ROUTE 58/99 SEPARATION TO COTTONWOOD ROAD UNDERCROSSING
QA Service Level1 (Verified on 06/05/2018)

Sample Information

Sample Taken Date08/12/2020 Sample Unique Key23
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 testing09/09/2020
Sample typeQuality Assurance A brief description of the sampleEpoxy Coated Rebar
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byZartman
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)6014064
Rebar Epoxy Batch Number(s)WG45037NA Rebar Coating SpecificationASTM A775
Rebar Size (#)6 Rebar Coating ColorGreen
Rebar ManufacturerCMC Rebar CoaterCMC
Rebar Powder Manufacturer Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2020-08-12-23
DIME Test ID: 2020-08-12-23-3
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: 2020-09-10

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/09/2020
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: 8.74
First Bar Side 2 mean value: 8.43
Second Bar Side 1 mean value: 9.29
Second Bar Side 2 mean value: 8.64
First Bar Mean: 8.59
Second Bar Mean: 8.97
Total mean value: 8.78
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/10/2020