DIME - Test Summary

Summary for Test 2024-01-10-65-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994327 DEA: 081G4704 EFIS: 0816000001
DIST-CO-RTE-PM	08-RIV-74-3.1/53.5
Award Date	01/02/2023
Closeout Date	Not set
Work Description	STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location Description	RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level	1 (Verified on 06/08/2023)

Sample Taken Date	01/10/2024	Sample Unique Key	65
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	01/11/2024
Sample type	Department Acceptance	A brief description of the sample	1"xNo.4 PCC
The quantity of what the sample constitutes	20 CY	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Mohammed	Last name of sampler or witnessed by	Haque
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson's Ready Mix - San Jacinto/Hemet	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)	91-33-0012
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	Conveyor Belt at Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	SC675B34	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-10-65

DIME Test ID: 2024-01-10-65-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-02-20

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Mohammed Haque

Date of test: 01/11/2024

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 99 %

Cumulative percent passing the 3/4 in. sieve: 74 %

Cumulative percent passing the 1/2 in. sieve: 0 %

Cumulative percent passing the 3/8 in. sieve: 14 %

Cumulative percent passing the #4 sieve: 5 %

Cumulative percent passing the #8 sieve: 4 %

General comments (publicly viewable) (Max 1000 characters): 1 in. x No. 4

Test was verified on 2/20/2024 ✔