Summary for Test 2023-03-21-1-1

Test performed: ASTM A775-07b-re14

Project Information

Project IdentifiersProject ID: 993580
DEA: 020H5704
EFIS: 0215000052
DIST-CO-RTE-PM02-MOD-139-R3.5/30.3
Award Date11/10/2022
Closeout Date05/06/2024
Work DescriptionMODOC 139 DRAINAGE - DRAINAGE REHABILITATION
Location DescriptionIN MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.2 MILES NORTH OF HOWARDS GULCH BRIDGE TO 0.1 MILE SOUTH OF CLEAR LAKE ROAD.
QA Service Level1 (Verified on 03/02/2022)

Sample Information

Sample Taken Date03/21/2023 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing03/21/2023 Sample typeDepartment Acceptance
A brief description of the sampleA775 #4 Rebar The quantity of what the sample constitutes5518lbs
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 sampler916 517-0532 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePrecast Unlimited
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS19-095-23
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)020423
Rebar Epoxy Batch Number(s)CH2142AP Rebar Coating SpecificationASTM A775
Rebar Size (#)4 Rebar Coating ColorGreen
Rebar ManufacturerCascade Rebar CoaterWestern Coating Auburn WA
Rebar Powder ManufacturerSherwin Williams Release Number1741
Quality Assurance Code

Test Details

DIME Sample ID: 2023-03-21-1
DIME Test ID: 2023-03-21-1-1
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: 2023-03-23

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 03/23/2023
Lower spec. limit LSL: 7
Upper spec. limit USL: 12
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 8.06
First Bar Side 2 mean value: 8.16
Second Bar Side 1 mean value: 8.69
Second Bar Side 2 mean value: 8.18
First Bar Mean: 8.11
Second Bar Mean: 8.43
Total mean value: 8.27
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/23/2023 ✔