Summary for Test 2021-07-01-14-2

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout Date08/14/2023
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date07/01/2021 Sample Unique Key14
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 testing07/06/2021
Sample typeQuality Assurance A brief description of the sampleGreen Epoxy Rebar
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byJane Last name of sampler or witnessed byLillard
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Erico Lention Transportation Laboratory (TL) NumberC926651
Inspector Lot Number from the Transportation Laboratory (TL) FormS5202721 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)3600019380
Rebar Epoxy Batch Number(s)3CH2101005 Rebar Coating SpecificationASTM A775
Rebar Size (#)5 Rebar Coating ColorGreen
Rebar ManufacturerNucor Rebar CoaterFCS Construction
Rebar Powder Manufacturer3M Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2021-07-01-14
DIME Test ID: 2021-07-01-14-2
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: 2021-07-07

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 07/06/2021
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 9.74
First Bar Side 2 mean value: 8.75
Second Bar Side 1 mean value: 11.33
Second Bar Side 2 mean value: 9.76
First Bar Mean: 9.25
Second Bar Mean: 10.55
Total mean value: 9.89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/7/2021