DIME - Test Summary

Summary for Test 2025-05-12-77-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 1000784 DEA: 07356504 EFIS: 0719000023
DIST-CO-RTE-PM	07-VEN-126-R14.6/R34.5
Award Date	01/23/2025
Closeout Date	Not set
Work Description	INSTALL DPP INFILTRATION AREA AND HOT MIX ASPHALT.
Location Description	VENTURA COUNTY IN AND NEAR FILLMORE AT VARIOUS LOCATIONS FROM HALLOCK DRIVE TO 0.1 MILE WEST OF THE LOS ANGELES COUNTY LINE
QA Service Level	1 (Verified on 11/11/2024)

Sample Taken Date	05/12/2025	Sample Unique Key	77
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 testing	05/12/2025
Sample type	Acceptance	A brief description of the sample	Aggregate Base
The quantity of what the sample constitutes	65 sq. yd	From where was the sample collected	Job Site
First name of sampler or witnessed by	Philip	Last name of sampler or witnessed by	Maquiran
Title of sampler	MREA	Telephone number of sampler	(213) 358-1518
Laboratory sample identification	25-1556	Linked DIME Sample ID
The fabricator/manufacturer/facility name	ACCU	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Soil	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 collected	From various locations at Aggregate Base
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-05-12-77

DIME Test ID: 2025-05-12-77-2

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: 2025-06-25

Is oversize material: No

Input Type: Calculated

Tester's full name: Phillip Maquiran

Date of test: 05/12/2025

In-place wet density: 2.05

Highest adjust wet density: 2.13

% Moisture: 6.2 %

Optimum Moisture: 10.2 %

Relative compaction: 96

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2025 ✔