Summary for Test 2025-07-22-22-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993454
DEA: 040K8004
EFIS: 0416000141
COOP: 042892
DIST-CO-RTE-PM04-MRN-101-13.7
Award Date02/05/2025
Closeout DateNot set
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS AND SW, SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMARIN COUNTY IN SAN RAFAEL AT FREITAS PARKWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2021)

Sample Information

Sample Taken Date07/22/2025 Sample Unique Key22
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 testing07/22/2025
Sample typeQuality Assurance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes2 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byIGNACIO Last name of sampler or witnessed byARECHIGA
Title of samplerCONSULTANT TECH Telephone number of sampler5102077252
Laboratory sample identificationRich_25_326 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEco Terra / Richmond 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 sampleClass 2 AB Recycle
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedJob site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-22-22
DIME Test ID: 2025-07-22-22-1
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: 2025-07-23

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Jose Leon Amparan
Date of test: 07/22/2025
In-place wet density: 2.04
Highest adjust wet density: 2.21
% Moisture: 10.2 %
Optimum Moisture: 14.2 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters): R-Line, just before turning onto the N/B 101 on ramp.

Test was verified on 7/23/2025