DIME - Test Summary

Summary for Test 2023-08-30-39-1

Test performed: AASHTO T27-14

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	08/30/2023	Sample Unique Key	39
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	08/31/2023
Sample type	Quality Assurance	A brief description of the sample	pcc
The quantity of what the sample constitutes	3 bag	From where was the sample collected	Fabricator
First name of sampler or witnessed by	larry	Last name of sampler or witnessed by	francisco
Title of sampler	TE	Telephone number of sampler
Laboratory sample identification	test 1 at 420 tonsout AT1044 PM101 TONS OUT	Linked DIME Sample ID
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 PLANT
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number	g3-22-pcc-272	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-08-30-39

DIME Test ID: 2023-08-30-39-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

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

Test Release Date: 2023-09-01

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: larry francisco

Date of test: 08/31/2023

Cumulative percent passing the 2 in. sieve: 0 %

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: 80 %

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

Cumulative percent passing the 3/8 in. sieve: 21 %

Cumulative percent passing the #4 sieve: 4 %

Cumulative percent passing the #8 sieve: 5 %

Cumulative percent passing the #16 sieve: 62 %

Cumulative percent passing the #30 sieve: 39 %

Cumulative percent passing the #50 sieve: 22 %

Cumulative percent passing the #100 sieve: 11 %

Cumulative percent passing the #200 sieve: 5 %

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

Test was verified on 9/1/2023 ✔