Summary for Test 2024-03-20-20-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994242
DEA: 042J7404
EFIS: 0415000010
DIST-CO-RTE-PM04-SM-101-0.9/23.4
Award Date02/08/2023
Closeout DateNot set
Work DescriptionREMOVE BRIDGES (PORTIONS), BRIDGE BARRIERS, CONCRETE BARRIERS, & HMA.
Location DescriptionSAN MATEO COUNTY AT VARIOUS LOCATIONS FROM UNIVERSITY AVENUE OVERCROSSING TO SIERRA POINT OFF RAMP OVERCROSSING
QA Service Level1 (Verified on 09/28/2022)

Sample Information

Sample Taken Date03/20/2024 Sample Unique Key20
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 testing03/20/2024
Sample typeQuality Assurance A brief description of the sampleAB
The quantity of what the sample constitutes47 cu ft From where was the sample collectedJob Site
First name of sampler or witnessed byMagana Last name of sampler or witnessed byLuis
Title of sampler Telephone number of sampler2092250104
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameA.R. Wilson - Aromas 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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedLoc 1 Univ Ave East End of Med Is UNB1 59+95
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-03-20-20
DIME Test ID: 2024-03-20-20-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-03-20

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Luis Magana
Date of test: 03/20/2024
In-place wet density: 2.09
Highest adjust wet density: 2.12
% Moisture: 2.0 %
Optimum Moisture: 2.0 %
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/20/2024