DIME - Test Summary

Summary for Test 2023-07-24-30-2

Test performed: CTM 216-June 2011

Sample Taken Date	07/24/2023	Sample Unique Key	30
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	07/24/2023
Sample type	Quality Assurance	A brief description of the sample	Class 3 Base
The quantity of what the sample constitutes	13000	From where was the sample collected	Job Site
First name of sampler or witnessed by	Fernando	Last name of sampler or witnessed by	Carranza
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-1135	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: 2023-07-24-30

DIME Test ID: 2023-07-24-30-2

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: 2023-07-26

Is oversize material: Yes

Input Type: Measured

Tester's full name: Fernando Carranza

Date of test: 07/24/2023

In-place wet density: 2.21

Percentage passing 3/4 in. sieve: 88 %

Percentage retained on 3/4 in. sieve: 12 %

Specific gravity of material passing 3/4 in. sieve: 2.26

Specific gravity of material retained on 3/4 in. sieve: 2.59 %

% Moisture: 6.3 %

Optimum Moisture: 8.3 %

Coefficient for 3/4 in. aggregate: 1.00

Corrected density: 2.30

Relative compaction: 96

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

Test was verified on 7/26/2023 ✔