Summary for Test 2018-10-01-3-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 213267
DEA: 04013584
EFIS: 0416000289
DIST-CO-RTE-PM04-SF-80-8.0/8.3,0.9/1.4
Award Date03/29/2018
Closeout Date12/30/2019
Work DescriptionPier Retention
Location DescriptionIn San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza
QA Service Level1 (Verified on 05/01/2018)

Sample Information

Sample Taken Date10/01/2018 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/08/2018
Sample typeQuality Assurance A brief description of the sampleGreen epoxy coated bar
The quantity of what the sample constitutes4,912 lbs. From where was the sample collectedManufacturer
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerTET Telephone number of sampler707-310-2029
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) FormB10-196-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4066937
Rebar Epoxy Batch Number(s)UG13643NA Rebar Coating SpecificationASTM A775
Rebar Size (#)4 Rebar Coating ColorGreen
Rebar Manufacturernucor Rebar CoaterCMC Brighton C0
Rebar Powder ManufacturerAkzo Release NumberTY180035
Quality Assurance CodeA775

Test Details

DIME Sample ID: 2018-10-01-3
DIME Test ID: 2018-10-01-3-1
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: 2018-10-16

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 10/09/2018
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: 7.68
First Bar Side 2 mean value: 7.76
Second Bar Side 1 mean value: 9.6
Second Bar Side 2 mean value: 9.06
First Bar Mean: 7.72
Second Bar Mean: 9.33
Total mean value: 8.53
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2018