DIME - Test Summary

Summary for Test 2022-03-30-34-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215148 DEA: 081E8404 EFIS: 0814000113
DIST-CO-RTE-PM	08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Award Date	12/11/2020
Closeout Date	03/01/2023
Work Description	REPLACE ROADWAY WITH RHMA-G AND HMA.
Location Description	IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
QA Service Level	1 (Verified on 03/18/2021)

Sample Taken Date	03/30/2022	Sample Unique Key	34
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	04/01/2022
Sample type	Department Acceptance	A brief description of the sample	3/4" RHMA-G
The quantity of what the sample constitutes	1 Bag Combined Aggregate 894.42 tons out	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Zachariah	Last name of sampler or witnessed by	Roush
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Matich Cabazon	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)	91-33-0008
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	Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-03-30-34

DIME Test ID: 2022-03-30-34-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2022-06-17

What type of gradation is being tested?: Combined Gradation

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

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: B Martinez

Date of test: 04/02/2022

Cumulative percent passing the 2 in. sieve: 0 %

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

Cumulative percent passing the 1 in. sieve: 0 %

Cumulative percent passing the 3/4 in. sieve: 98 %

Cumulative percent passing the 1/2 in. sieve: 84 %

Cumulative percent passing the 3/8 in. sieve: 74 %

Cumulative percent passing the #4 sieve: 38 %

Cumulative percent passing the #8 sieve: 22 %

Cumulative percent passing the #16 sieve: 17 %

Cumulative percent passing the #30 sieve: 12 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 6/17/2022 ✔