Summary for Test 2020-08-20-20-3

Test performed: CTM 229-June 2011

Project Information

Project IdentifiersProject ID: 214882
DEA: 022H9904
EFIS: 0217000045
DIST-CO-RTE-PM02-SHA-44-51.6/52.2
Award Date05/27/2020
Closeout Date09/23/2020
Work DescriptionROADWAY EXCAVATION, AGGREGATE BASE & HOT MIX ASPHALT.
Location DescriptionSHASTA COUNTY NEAR VIOLA FROM 0.4 MILE EAST TO 1.1 MILES EAST OF BRIDGE CREEK ROAD
QA Service Level1 (Verified on 05/26/2020)

Sample Information

Sample Taken Date08/20/2020 Sample Unique Key20
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 testing08/20/2020
Sample typeAcceptance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Telephone number of sampler
Laboratory sample identificationD78607 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Transportation Laboratory (TL) Number897716
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)Not available
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedWindrow
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2020-08-20-20
DIME Test ID: 2020-08-20-20-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2020-08-24

Test Results


What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/21/2020
Sediment reading for coarse durability index: 8
Clay reading: 6.2
Sand reading: 3.5
Coarse durability index:78
Fine durability index:56
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/24/2020