DIME - Test Summary

Summary for Test 2019-06-27-25-6

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214339 DEA: 081G0004 EFIS: 0815000107
DIST-CO-RTE-PM	08-RIV-95-14.5/35.6
Award Date	11/04/2020
Closeout Date	03/01/2022
Work Description	CONSTRUCT CONCRETE/RSP APRONS
Location Description	RIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE
QA Service Level	1 (Verified on 12/02/2020)

Sample Taken Date	06/27/2019	Sample Unique Key	25
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	06/28/2019
Sample type	Preliminary	A brief description of the sample	Soil obtained from depth of 5'
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jose	Last name of sampler or witnessed by	Guzman
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification	8633	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Caltrans	Transportation Laboratory (TL) Number	8633
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	Unknown
The fabricator/manufacturer designation for the sample	Unknown	A detailed description of where the material sample was collected	Rte 95, PM 28.00, Outside shoulder
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2019-06-27-25

DIME Test ID: 2019-06-27-25-6

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2019-09-12

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: Larry Diaz

Date of test: 07/07/2019

Cumulative percent passing the 3/8 in. sieve: 87 %

Cumulative percent passing the #4 sieve: 74 %

Cumulative percent passing the #8 sieve: 60 %

Cumulative percent passing the #16 sieve: 49 %

Cumulative percent passing the #30 sieve: 41 %

Cumulative percent passing the #50 sieve: 30 %

Cumulative percent passing the #100 sieve: 14 %

Cumulative percent passing the #200 sieve: 10 %

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

Test was verified on 9/12/2019 ✔