Test 2017-11-06-3-1 (ASTM A934-13) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date11/6/2017 Sample Unique Key3
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 testing11/9/2017
Sample typeIndependent Assurance A brief description of the sampleEpoxy coated reinf. steel test bars
The quantity of what the sample constitutes8 From where was the sample collectedManufacturer
First name of sampler or witnessed byKen Last name of sampler or witnessed byVarela
Title of samplerAssociate Steel Inspector Laboratory sample identificationUnknown
The fabricator/manufacturer/facility name3M Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)198917, 4069876, 4069411, 4069448
Rebar Epoxy Batch Number(s)7G05 Rebar Coating SpecificationASTM A934
Rebar Size (#)5, 6, 10, 11 Rebar Coating ColorPurple
Rebar ManufacturerCascade Steel,CMC Steel AZ Rebar CoaterFletcher Coating Company
Rebar Powder Manufacturer3M Release Number30300P, 30301HCP, 30302HCP & 30303HTP
Quality Assurance CodeUnknown
Test Details
DIME Sample ID: 2017-11-06-3
DIME Test ID: 2017-11-06-3-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2017-11-21
Test Results

Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 11/09/2017
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 5
Bar # for Second Bar: 5
First Bar Side 1 mean value: 10.83
First Bar Side 2 mean value: 10.93
Second Bar Side 1 mean value: 11.47
Second Bar Side 2 mean value: 10.77
First Bar Mean:10.88
Second Bar Mean:11.12
Total mean value:11
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/14/2017