Summary for Test 2024-08-01-51-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995255
DEA: 041J9604
EFIS: 0414000403
DIST-CO-RTE-PM04-MRN,-1-22.8/33.0,45.0/50.5
Award Date02/13/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS.
Location DescriptionMARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES
QA Service Level1 (Verified on 10/18/2023)

Sample Information

Sample Taken Date08/01/2024 Sample Unique Key51
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 testing08/01/2024
Sample typeQuality Assurance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes6x12 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byJose Leon Last name of sampler or witnessed byAmparan
Title of samplerTET CT Telephone number of sampler8317060175
Laboratory sample identificationRich_24_094 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSubgrade Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleSubgrade
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedshoulder @ job site
Where the material sample would have been placed if not sampledyes

Test Details

DIME Sample ID: 2024-08-01-51
DIME Test ID: 2024-08-01-51-2
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-08-06

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 08/01/2024
In-place wet density: 2.24
Highest adjust wet density: 2.37
% Moisture: 10.3 %
Optimum Moisture: 10.3 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): Subgrade compaction Pass

Test was verified on 8/6/2024