Summary for Test 2020-08-28-7-1

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 214836
DEA: 030G9804
EFIS: 0317000313
DIST-CO-RTE-PM03-PLA-80-46.3/53.4
Award Date05/22/2020
Closeout Date07/23/2021
Work DescriptionCONCRETE SLAB REPLACEMENT.
Location DescriptionPLACER COUNTY FR0M CRYSTAL SPRINGS ROAD OVERCROSSING TO BLUE CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date08/28/2020 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 testing09/01/2020
Sample typeAcceptance A brief description of the sample#6 Tiebars purple
The quantity of what the sample constitutes3500 lbs From where was the sample collectedManufacturer
First name of sampler or witnessed bykevin Last name of sampler or witnessed bymuser
Title of samplerqa Telephone number of sampler9165170532
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSimplex - Fernley, NV Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Forms19-475-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)1201020033
Rebar Epoxy Batch Number(s)3CH2010022 Rebar Coating SpecificationASTM A934
Rebar Size (#)6 Rebar Coating ColorPurple
Rebar ManufacturerNucor Rebar CoaterSimplex
Rebar Powder ManufacturerValspar Release Number107393-1
Quality Assurance Code

Test Details

DIME Sample ID: 2020-08-28-7
DIME Test ID: 2020-08-28-7-1
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: 2020-09-02

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/02/2020
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: 8.89
First Bar Side 2 mean value: 8.61
Second Bar Side 1 mean value: 7.26
Second Bar Side 2 mean value: 7.74
First Bar Mean:8.75
Second Bar Mean:7.5
Total mean value:8.13
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020