Summary for Test 2022-07-19-70-5

Test performed: CTM 204-June 2010

Project Information

Project IdentifiersProject ID: 993344
DEA: 022J3804
EFIS: 0221000072
DIST-CO-RTE-PM02-SIS-3-R48.0/51.0
Award Date12/20/2021
Closeout Date07/27/2023
Work DescriptionHMA OVERLAY AND REPLACE AC SURFACING.
Location DescriptionSISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date07/19/2022 Sample Unique Key70
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 testing07/20/2022
Sample typeAcceptance A brief description of the sample2 bags of Shoulder Backing
The quantity of what the sample constitutesShoulder Backing (approx. 940 tons) From where was the sample collectedManufacturer
First name of sampler or witnessed byM. Last name of sampler or witnessed byBirkland
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79102 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCustom Crushing Transportation Laboratory (TL) Number853093
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Custom Crushing
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-19-70
DIME Test ID: 2022-07-19-70-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2022-08-02

Test Results


The test method used?: Plastic Index
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 07/28/2022
Liquid Limit (LL): 26 %
Plastic Limit (PL): 20 %
Plastic Index(PI): 6
General comments (publicly viewable) (Max 1000 characters): LL = 25.7, PL = 20.4, PI = 5.3

Test was verified on 8/2/2022