Summary for Test 2025-07-08-6-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000826
DEA: 07344504
EFIS: 0718000061
DIST-CO-RTE-PM07-VEN-150-
Award Date02/14/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY, MODIFY TRAFFIC SIGNALS AND REPLACE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN SANTA PAULA FROM 0.2 MILE NORTH OF BRIDGE ROAD TO SANTA MARIA STREET
QA Service Level1 (Verified on 01/27/2025)

Sample Information

Sample Taken Date07/08/2025 Sample Unique Key6
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 testing07/08/2025
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes190 ST From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of samplerTET Telephone number of sampler310-345-6204
Laboratory sample identification25-2192 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA 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 sampleAggregate Base
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedVarious locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-08-6
DIME Test ID: 2025-07-08-6-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-07-08

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 07/08/2025
In-place wet density: 2.15
Highest adjust wet density: 2.21
% Moisture: 9.3 %
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): VEN Rte. 150 Curb Ramp #04 Intersection of Ojai St & Cherry Hill Road

Test was verified on 7/8/2025