Summary for Test 2020-04-14-4-2

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 214449
DEA: 030H3414
EFIS: 0317000152
DIST-CO-RTE-PM03-ED-50-R28.5/R29.1,R31.2
Award Date12/09/2019
Closeout Date07/06/2021
Work DescriptionREPLACE BRIDGE, RESTORE CULVERTS, AND ADD HIGHWAY PLANTING.
Location DescriptionEL DORADO COUNTY NEAR POLLOCK PINES FROM 0.3 MILE WEST TO 0.3 MILE EAST OF RIDGEWAY DRIVE UNDERCROSSING AND AT 0.1 MILE WEST OF SLY PARK ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date04/14/2020 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing04/15/2020 Sample typeDepartment Acceptance
A brief description of the sample#9 A775 Rebar The quantity of what the sample constitutes715
From where was the sample collectedFabricator 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 nameWestern Coatings
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS19-105-20
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)026119
Rebar Epoxy Batch Number(s)9196029155 Rebar Coating SpecificationASTM A775
Rebar Size (#)9 Rebar Coating ColorGreen
Rebar ManufacturerCascade Rebar CoaterWestern Coating Eugene OR
Rebar Powder ManufacturerValspar Release Number45850
Quality Assurance Code

Test Details

DIME Sample ID: 2020-04-14-4
DIME Test ID: 2020-04-14-4-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Test Release Date: 2020-04-16

Test Results


Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 04/16/2020
Lower spec. limit LSL: 7
Upper spec. limit USL: 16
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 11.44
First Bar Side 2 mean value: 9.51
Second Bar Side 1 mean value: 10.13
Second Bar Side 2 mean value: 10.02
First Bar Mean: 10.48
Second Bar Mean: 10.07
Total mean value: 10.27
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/16/2020 ✔