DIME - Test Summary

Summary for Test 2023-09-20-43-1

Test performed: AASHTO T27-14

Sample Taken Date	09/20/2023	Sample Unique Key	43
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	09/20/2023
Sample type	Production Start-Up	A brief description of the sample	2 bags of Lime Treated 3/4-inch 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	Dawn	Last name of sampler or witnessed by	Sloaterman
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D79353A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Har Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)	Transportation Laboratory (TL) Number	858050
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)	91-18-0008::Ward Lake Pit (Litchfield, CA)
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	Cold Feed
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

DIME Sample ID: 2023-09-20-43

DIME Test ID: 2023-09-20-43-1

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: 2023-10-03

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?: Yes

Input Type: Measured

Tester's full name: Terry McCormick

Date of test: 09/22/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	5046.2 grams
1 1/2 in. sieve	0.0 grams	100 %
1 in. sieve	0.0 grams	100 %
3/4 in. sieve	153.0 grams	97 %
1/2 in. sieve	1033.0 grams	80 %
3/8 in. sieve	1509.0 grams	70 %
#4 sieve	3003.0 grams	40 %
Fine Sample Mass (reduced)	518.8 grams
#8 sieve	192.5 grams	25 %
#16 sieve	311.7 grams	16 %
#30 sieve	381.9 grams	11 %
#50 sieve	425.2 grams	7 %
#100 sieve	452.7 grams	5 %
#200. sieve	468.0 grams	3.9 %
On the pan	469.1 grams

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

Test was verified on 10/3/2023 ✔