DIME - Test Summary

Summary for Test 2025-06-30-38-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 993387 DEA: 07323404 EFIS: 0716000064
DIST-CO-RTE-PM	07-LA-5-R59.5/R67.9
Award Date	Not set
Closeout Date	Not set
Work Description	PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description	LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level	1 (Verified on 12/06/2021)

Sample Taken Date	06/30/2025	Sample Unique Key	38
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	06/30/2025
Sample type	Quality Assurance	A brief description of the sample	Aggregate Base
The quantity of what the sample constitutes	232 SY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Manuel	Last name of sampler or witnessed by	Uy
Title of sampler	Materials Tester	Telephone number of sampler	9495016042
Laboratory sample identification	25-2129	Linked DIME Sample ID
The fabricator/manufacturer/facility name	N/A	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	SB I-5 Approximately 2 Mile North of Templin off-ramp Sta 3522+50 to 3527+00	Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	N/A
The fabricator's/manufacturer's product name for the sample	Aggregate Base	The fabricator/manufacturer designation for the sample	Compaction Testing
The plant number		A detailed description of where the material sample was collected	Jobsite
Where the material sample would have been placed if not sampled	Jobsite	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-06-30-38

DIME Test ID: 2025-06-30-38-2

Testing Lab: Alta Vista Solutions - Whittier

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates

Test Release Date: 2025-07-18

Is oversize material: No

Input Type: Measured

Tester's full name: Manuel Uy

Date of test: 06/30/2025

In-place wet density: 2.08

Highest adjust wet density: 2.17

% Moisture: 14.3 %

Optimum Moisture: 12.3 %

Relative compaction: 96

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

Test was verified on 7/18/2025 ✔