DIME - Test Summary

Summary for Test 2023-05-15-52-1

Test performed: AASHTO T27-14

Sample Taken Date	05/15/2023	Sample Unique Key	52
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	05/15/2023
Sample type	Production Start-Up	A brief description of the sample	2 bags of Untreated P. Sand Sized Virgin Aggregate
The quantity of what the sample constitutes	Production Start-Up Evaluation	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Joe	Last name of sampler or witnessed by	Delgado
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	D79229C	Linked DIME Sample ID
The fabricator/manufacturer/facility name	JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA	Transportation Laboratory (TL) Number	815608
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)	91-45-0017::Fawndale Rock Quarry - Redding, CA
The fabricator's/manufacturer's product name for the sample	P. Sand	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile at Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-15-52

DIME Test ID: 2023-05-15-52-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2023-05-18

What type of gradation is being tested?: HMA 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: Measured

Tester's full name: Colt Sweeny

Date of test: 05/16/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	533.5 grams
1 1/2 in. sieve	0.0 grams	100 %
1 in. sieve	0.0 grams	100 %
3/4 in. sieve	0.0 grams	100 %
1/2 in. sieve	0.0 grams	100 %
3/8 in. sieve	0.0 grams	100 %
#4 sieve	0.0 grams	100 %
#8 sieve	148.1 grams	72 %
#16 sieve	291.6 grams	45 %
#30 sieve	371.7 grams	30 %
#50 sieve	422.9 grams	21 %
#100 sieve	453.7 grams	15 %
#200. sieve	470.0 grams	11.9 %
On the pan	470.5 grams

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

Test was verified on 5/18/2023 ✔