Test 2017-08-17-7-7 (ASTM A934-13) Summary

Project Information
Project IdentifiersProject ID: 209187
DEA: 04235624
EFIS: 0400000678
COOP: 042583
DIST-CO-RTE-PM04-SCL,SM-101-52.0/52.6,0.0/0.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
Sample Information
Sample Taken Date8/17/2017 Sample Unique Key7
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 testing8/24/2017
Sample typeQuality Assurance A brief description of the samplePurple Epoxy Coated HRC 555 End Anchors
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byClement Last name of sampler or witnessed byChan
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCMC Rebar Fletcher Coating Transportation Laboratory (TL) NumberC810653
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4067827 Head Manufacturer Lot Number(s)1, 2
Rebar Size#8 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Rebar
Head ManufacturerCMC HRC Head FabricatorCMC Rebar
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-08-17-7
DIME Test ID: 2017-08-17-7-7
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: 2017-09-06
Test Results

Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 08/29/2017
Lower spec. limit LSL: 1
Upper spec. limit USL: 12
Bar # for First Bar: Lot #1
Bar # for Second Bar: Lot #2
First Bar Side 1 mean value: 9.05 mils
First Bar Side 2 mean value: 5.89 mils
Second Bar Side 1 mean value: 6.93 mils
Second Bar Side 2 mean value: 6.99 mils
First Bar Mean:7.47 mils
Second Bar Mean:6.96 mils
Total mean value:7.22 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/30/2017