Summary for Test 2021-11-09-6-2

Test performed: ASTM A934-13

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date09/23/2020
Closeout Date08/11/2023
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date11/09/2021 Sample Unique Key6
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 testing11/12/2021
Sample typeQuality Assurance A brief description of the sampleWDA 1 1/2" x 18 fully epoxy coated
The quantity of what the sample constitutes2 From where was the sample collectedSource
First name of sampler or witnessed byGordon Last name of sampler or witnessed byLivermore
Title of samplerCT METS QA INSPECTOR Telephone number of sampler916-753-0227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Highway - Simplex 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 Dowels Dowel Metal Heat Number1201036385
Dowel Epoxy Batch Number3CH2041027 Dowel Coating SpecificationASTM A934
Dowel Size1.5 in Dowel Coating ColorPurple
Dowel ManufacturerNucor Steel Dowel CoaterAmerican Highway Simplex
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2021-11-09-6
DIME Test ID: 2021-11-09-6-2
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: 2021-11-17

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 11/16/2021
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: 10.85
First Bar Side 2 mean value: 11.79
Second Bar Side 1 mean value: 8.83
Second Bar Side 2 mean value: 10.99
First Bar Mean: 11.32
Second Bar Mean: 9.91
Total mean value: 10.62
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2021