Summary for Test 2018-08-21-1-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 211669
DEA: 022C0904
EFIS: 0200000161
DIST-CO-RTE-PM02-PLU-70-50.6/51.7
Award Date11/16/2016
Closeout Date11/12/2020
Work DescriptionBRIDGE WIDENING AND DECK REPLACEMENT, HMA, MGS AND CULVERT REPLACEMENT
Location DescriptionPLUMAS COUNTY NEAR QUINCY FROM 0.6 MILE WEST TO 0.5 MILE EAST OF SPRING GARDEN BRIDGE OVERHEAD
QA Service Level1 (Verified on 10/25/2016)

Sample Information

Sample Taken Date08/21/2018 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing08/24/2018 Sample typeQuality Assurance
A brief description of the sampleGreen Epoxy Coated Rebar The quantity of what the sample constitutes21959 lbs total
From where was the sample collectedFabricator First name of sampler or witnessed byGreg
Last name of sampler or witnessed byThompson Title of samplerAssociate Steel Inspector
Telephone number of sampler510-376-7155 Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameCMC Rebar
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormB9-071-18
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s) 4078485
Rebar Epoxy Batch Number(s) Rebar Coating SpecificationASTM A775
Rebar Size (#)5 Rebar Coating ColorGreen
Rebar ManufacturerCascade Steel CMC Steel AZ Rebar CoaterCMC Brighton CO
Rebar Powder ManufacturerUnknown Release NumberUnknown
Quality Assurance CodeUnknown

Test Details

DIME Sample ID: 2018-08-21-1
DIME Test ID: 2018-08-21-1-1
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: 2018-09-05

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 08/29/2018
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 5A
Bar # for Second Bar: 5B
First Bar Side 1 mean value: 10.2
First Bar Side 2 mean value: 9.91
Second Bar Side 1 mean value: 10.13
Second Bar Side 2 mean value: 10.1
First Bar Mean: 10.06
Second Bar Mean: 10.12
Total mean value: 10.09
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/29/2018 ✔