Summary for Test 2020-02-25-10-1

Test performed: CTM 229-June 2011

Project Information

Project IdentifiersProject ID: 213596
DEA: 051C8904
EFIS: 0513000009
DIST-CO-RTE-PM05-MON-101-87.3/R91.5
Award Date12/13/2018
Closeout DateNot set
Work DescriptionPRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location DescriptionMONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date02/25/2020 Sample Unique Key10
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 testing02/27/2020
Sample typePreliminary A brief description of the sampleTwo Bags 3/4" CL II AB
The quantity of what the sample constitutesPreliminary From where was the sample collectedJob Site
First name of sampler or witnessed byWesley Last name of sampler or witnessed byRider
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDon Chapin Imjin Transportation Laboratory (TL) Number
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)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2020-02-25-10
DIME Test ID: 2020-02-25-10-1
Testing Lab: CT D05 - Field Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2020-03-11

Test Results


What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 03/06/2020
Sediment reading for coarse durability index: 8
Clay reading: 8.8
Sand reading: 3.4
Coarse durability index:78
Fine durability index:39
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/11/2020