DIME - Test Summary

Summary for Test 2024-01-19-17-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214549 DEA: 081H2904 EFIS: 0817000006
DIST-CO-RTE-PM	08-SBD-173-18.7
Award Date	08/20/2020
Closeout Date	Not set
Work Description	STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description	SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level	1 (Verified on 01/13/2020)

Sample Taken Date	01/19/2024	Sample Unique Key	17
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	01/19/2024
Sample type	Acceptance	A brief description of the sample	3/8" PCC Aggregate and Sand
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Nathan	Last name of sampler or witnessed by	Ogbasellasie
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertsons Lake Arrowhead	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)	91-36-0072
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	At the plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-19-17

DIME Test ID: 2024-01-19-17-2

Testing Lab: CT D08 - Barstow Field Laboratory 1

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

Test Release Date: 2024-01-22

What size aggregate is being tested?: Fine 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: Nathan Ogbasellasie

Date of test: 01/19/2024

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 99 %

Cumulative percent passing the #8 sieve: 84 %

Cumulative percent passing the #16 sieve: 63 %

Cumulative percent passing the #30 sieve: 40 %

Cumulative percent passing the #50 sieve: 20 %

Cumulative percent passing the #100 sieve: 9 %

Cumulative percent passing the #200 sieve: 4 %

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

Test was verified on 1/22/2024 ✔