DIME - Test Summary

Summary for Test 2023-12-01-27-1

Test performed: AASHTO T30-19

Project Identifiers	Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
DIST-CO-RTE-PM	08-SBD-15-R28.6/37.5
Award Date	Not set
Closeout Date	Not set
Work Description	REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description	SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
QA Service Level	1 (Verified on 06/23/2021)

Sample Taken Date	12/01/2023	Sample Unique Key	27
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	12/01/2023
Sample type	Quality Assurance	A brief description of the sample	Cold Feed 3/4" AC Aggregate
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Fabricator
First name of sampler or witnessed by	NATHAN	Last name of sampler or witnessed by	OGBASELIASIE
Title of sampler	te	Telephone number of sampler
Laboratory sample identification	test 1 a100CY AT0849AM	Linked DIME Sample ID	853
The fabricator/manufacturer/facility name	Sully Miller	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)	91-33-0068
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 JOBSITE
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number	300222 - CPC R25	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-12-01-27

DIME Test ID: 2023-12-01-27-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)

Test Release Date: 2023-12-08

Does this test use 1/4 sieve?: No

Is an aggregate correction factor used?: No

Input Type: Calculated

Tester's full name: CHIJIOKE OKOROANYANWU

Date of test: 12/04/2023

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: 100 %

Cumulative percent passing the 3/4 in. sieve: 88 %

Cumulative percent passing the 1/2 in. sieve: 71 %

Cumulative percent passing the 3/8 in. sieve: 64 %

Cumulative percent passing the #4 sieve: 46 %

Cumulative percent passing the #8 sieve: 38 %

Cumulative percent passing the #16 sieve: 29 %

Cumulative percent passing the #30 sieve: 19 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 4.8 %

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

Test was verified on 12/8/2023 ✔