Summary for Test 2024-06-19-80-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995244
DEA: 061A4604
EFIS: 0620000037
DIST-CO-RTE-PM06-FRE-180-89.6/90.7
Award Date02/09/2024
Closeout Date07/11/2025
Work DescriptionHMA (TYPE A), HMA-OGFC, CL2 AGGREGATE BASE AND ROADWAY EXCAVATION.
Location DescriptionFRESNO COUNTY AT YOKUTS VALLEY FROM 0.2 MILE EAST OF GEORGE SMITH ROAD TO ELWOOD ROAD.
QA Service Level1 (Verified on 04/03/2024)

Sample Information

Sample Taken Date06/19/2024 Sample Unique Key80
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 testing06/19/2024
Sample typeAcceptance A brief description of the sampleClass 2 Agg Base
The quantity of what the sample constitutes1 Bucket From where was the sample collectedJob Site
First name of sampler or witnessed byJonathon Last name of sampler or witnessed byChaney
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCal Valley Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collected365+00 - 368 +25
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-19-80
DIME Test ID: 2024-06-19-80-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-06-25

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 06/19/2024
In-place wet density: 2.21
Highest adjust wet density: 2.26
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2024