Summary for Test 2022-09-14-28-1

Test performed: ASTM A934-19

Project Information

Project IdentifiersProject ID: 214988
DEA: 050L7214
EFIS: 0515000097
DIST-CO-RTE-PM05-SLO-1-32.6
Award Date03/08/2021
Closeout DateNot set
Work DescriptionREMOVE & CONSTRUCT CONCRETE BRIDGE, CONCRETE SLAB, BRIDGE RAIL & HMA.
Location DescriptionSAN LUIS OBISPO COUNTY IN MORRO BAY AT TORO CREEK BRIDGE
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date09/14/2022 Sample Unique Key28
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 testing09/16/2022
Sample typeQuality Assurance A brief description of the sample#5-24" long - Epoxy Coated Dowels
The quantity of what the sample constitutes100 From where was the sample collectedJob Site
First name of sampler or witnessed byanshul Last name of sampler or witnessed bywankhede
Title of samplerAssistant METS Rep Telephone number of sampler2133102428
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)4118431, 4118454
Rebar Epoxy Batch Number(s) Rebar Coating SpecificationASTM A934
Rebar Size (#)0.625 in. Rebar Coating ColorPurple
Rebar ManufacturerCMC Steel AZ Rebar CoaterFletcher Coating Company
Rebar Powder Manufacturer Release Number
Quality Assurance CodeA93422F13R2S11K21

Test Details

DIME Sample ID: 2022-09-14-28
DIME Test ID: 2022-09-14-28-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2022-09-27

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/27/2022
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 9.95
First Bar Side 2 mean value: 10.06
Second Bar Side 1 mean value: 8.55
Second Bar Side 2 mean value: 8.95
First Bar Mean: 10
Second Bar Mean: 8.75
Total mean value: 9.38
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/27/2022