Summary for Test 2024-06-12-114-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date06/12/2024 Sample Unique Key114
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 testing06/12/2024
Sample typeQuality Assurance A brief description of the sampleSBFL
The quantity of what the sample constitutesBetween 0-100 CY From where was the sample collectedJob Site
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGCC 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 collectedBENT 2 FAOH Franklin AVE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-12-114
DIME Test ID: 2024-06-12-114-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-08-12

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 06/12/2024
In-place wet density: 2.03
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/12/2024