Summary for Test 2022-01-21-44-2

Test performed: CTM 204-June 2010

Project Information

Project IdentifiersProject ID: 993183
DEA: 031H2704
EFIS: 0316000082
DIST-CO-RTE-PM03-YUB-70-R11.2/13.5
Award Date10/14/2021
Closeout DateNot set
Work DescriptionUPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location DescriptionYUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date01/21/2022 Sample Unique Key44
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 testing02/10/2022
Sample typeVerification A brief description of the sample1/2" virgin aggrgate
The quantity of what the sample constitutes3 Bags of aggregate From where was the sample collectedSource
First name of sampler or witnessed byZack Last name of sampler or witnessed byMason
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC HALLWOOD Drum Plant 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, name of Pit or Job Site)91-58-0002
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-21-44
DIME Test ID: 2022-01-21-44-2
Testing Lab: CT D03 - Olivehurst 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: 2022-03-22

Test Results


The test method used?: Plastic Index
Input Type: Calculated
Tester's full name: Julian Gonzales
Date of test: 02/14/2022
Liquid Limit (LL): 0 %
Plastic Limit (PL): 0 %
Plastic Index(PI): 0
General comments (publicly viewable) (Max 1000 characters): Per our MREA of the district 3 materials lab, the aggregate is to clean and does not contain any plastic. JMF 22-001

Test was verified on 3/22/2022