DIME - Test Summary

Summary for Test 2023-12-13-66-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 994296 DEA: 07336004 EFIS: 0716000375
DIST-CO-RTE-PM	07-VEN-118-R1.4/1.8
Award Date	12/07/2022
Closeout Date	Not set
Work Description	CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description	IN VENTURA COUNTY NEAR SATICOY FROM 0.2 MILE EAST OF NARDO STREET TO 0.1 MILE WEST OF SANTA CLARA RIVER
QA Service Level	1 (Verified on 10/06/2022)

Sample Taken Date	12/13/2023	Sample Unique Key	66
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	12/13/2023
Sample type	Quality Assurance	A brief description of the sample	Native Soil
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Manuel	Last name of sampler or witnessed by	Uy
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-2231	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

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	N/A
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	CTM 231 Test Holes
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-12-13-66

DIME Test ID: 2023-12-13-66-2

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: 2024-02-27

Is oversize material: Yes

Input Type: Measured

Tester's full name: Manuel Uy

Date of test: 12/13/2023

In-place wet density: 2.03

Percentage passing 3/4 in. sieve: 85 %

Percentage retained on 3/4 in. sieve: 15 %

Specific gravity of material passing 3/4 in. sieve: 2.18

Specific gravity of material retained on 3/4 in. sieve: 2.51 %

% Moisture: no data

Optimum Moisture: no data

Coefficient for 3/4 in. aggregate: 1.00

Corrected density: 2.22

Relative compaction: 91

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

Test was verified on 2/27/2024 ✔