Summary for Test 2025-02-05-8-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000480
DEA: 040Q05U4
EFIS: 0421000140
DIST-CO-RTE-PM04-SCL-152-R16.8/R23.3
Award Date11/06/2024
Closeout DateNot set
Work DescriptionEXCAVATION, HMA, DRAINAGE, RSP, SIGNING, MGS, & VEGETATION CONTROL.
Location DescriptionSANTA CLARA COUNTY NEAR GILROY AT VARIOUS LOCATIONS FROM 1.9 MILES EAST OF BLOOMFIELD AVENUE TO 0.1 MILE WEST OF CASA DE FRUTA UNDERCROSSING
QA Service Level1 (Verified on 08/19/2024)

Sample Information

Sample Taken Date02/05/2025 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing02/05/2025 Sample typeQuality Assurance
A brief description of the sampleNative Soil for Subgrade The quantity of what the sample constitutes1 Bag
From where was the sample collectedJob Site First name of sampler or witnessed byFernando
Last name of sampler or witnessed byVega Title of samplerMREA
Telephone number of sampler Laboratory sample identificationSJ-020525-SG1
Linked DIME Sample ID The fabricator/manufacturer/facility nameNative
Transportation Laboratory (TL) NumberC317-020525-1 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name Hwy 152 EB Rt "WE" Line, Location #4 Guardrail
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the samplesubgrade
The fabricator/manufacturer designation for the sampleNative A detailed description of where the material sample was collected3 different locations on the job site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-02-05-8
DIME Test ID: 2025-02-05-8-2
Testing Lab: CT D04 - San Jose Construction Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-02-05

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Charles Poolis
Date of test: 02/05/2025
In-place wet density: 2.12
Highest adjust wet density: 2.33
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters): Hwy 152 EB Rt "WE" Line Location #4 Guardrail

Test was verified on 2/7/2025 ✔