Summary for Test 2024-06-24-129-1

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 Date06/24/2024 Sample Unique Key129
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 testing06/24/2024
Sample typePer Request A brief description of the sampleAB2
The quantity of what the sample constitutes4000 sqft 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 identificationPet-24-247 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRoadway Excavation 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 collectedSTA 350+00-352+00
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-24-129
DIME Test ID: 2024-06-24-129-1
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: 2024-08-13

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 06/24/2024
In-place wet density: 2.24
Highest adjust wet density: 2.3
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2024