Summary for Test 2024-06-28-103-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 212470
DEA: 044A1304
EFIS: 0400001106
COOP: 042718
DIST-CO-RTE-PM04-SON-101-18.5/18.5
Award Date11/17/2023
Closeout DateNot set
Work DescriptionCONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location DescriptionIN SONOMA COUNTY.
QA Service Level1 (Verified on 09/23/2019)

Sample Information

Sample Taken Date06/28/2024 Sample Unique Key103
Date that the sample was received by the laboratory/organization performing the testing06/28/2024 Sample typePer Request
A brief description of the sampleSBFL The quantity of what the sample constitutes1500 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-24-289
Linked DIME Sample ID The fabricator/manufacturer/facility nameGCC yard
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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedSTA 15+60-16+60
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-28-103
DIME Test ID: 2024-06-28-103-1
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: 06/28/2024
In-place wet density: 2.11
Highest adjust wet density: 2.23
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2024 ✔