DIME - Test Summary

Summary for Test 2022-09-27-37-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 215220 DEA: 07210624 EFIS: 0719000068
DIST-CO-RTE-PM	07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date	02/05/2021
Closeout Date	Not set
Work Description	PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description	IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level	1 (Verified on 03/24/2021)

Sample Taken Date	09/27/2022	Sample Unique Key	37
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	09/27/2022
Sample type	Quality Assurance	A brief description of the sample	Class 3 Aggregate Base
The quantity of what the sample constitutes	17,996 ft2	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	Field Materials Tester	Telephone number of sampler	9495016042
Laboratory sample identification	22-2539	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Class 3 Aggregate Base	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

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	In Place Material
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-09-27-37

DIME Test ID: 2022-09-27-37-1

Testing Lab: Kleinfelder, Incorporated - Los Angeles

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

Test Release Date: 2022-10-05

Is oversize material: No

Input Type: Calculated

Tester's full name: Manuel Uy

Date of test: 09/27/2022

In-place wet density: 2.05

Highest adjust wet density: 2.15

% Moisture: 5.9 %

Optimum Moisture: 7.4 %

Relative compaction: 95

General comments (publicly viewable) (Max 1000 characters): In Place Density of 2.05 vs Maximum Wet Density of 2.15

Test was verified on 10/5/2022 ✔