DIME - Test Summary

Summary for Test 2022-10-26-51-2

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	10/26/2022	Sample Unique Key	51
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	10/26/2022
Sample type	Quality Assurance	A brief description of the sample	Aggregate Base
The quantity of what the sample constitutes	17334 sq. ft.	From where was the sample collected	Job Site
First name of sampler or witnessed by	Ian	Last name of sampler or witnessed by	Snyder
Title of sampler		Telephone number of sampler
Laboratory sample identification	22-2890	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: 2022-10-26-51

DIME Test ID: 2022-10-26-51-2

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: 2022-11-04

Is oversize material: Yes

Input Type: Measured

Tester's full name: Ian Snyder

Date of test: 10/26/2022

In-place wet density: 2.00

Percentage passing 3/4 in. sieve: 85 %

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

Specific gravity of material passing 3/4 in. sieve: 2.15

Specific gravity of material retained on 3/4 in. sieve: 2.68 %

% Moisture: 8.1 %

Optimum Moisture: 12.1 %

Coefficient for 3/4 in. aggregate: 1.00

Corrected density: 2.22

Relative compaction: 90

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

Test was verified on 11/4/2022 ✔