DIME - Test Summary

Summary for Test 2020-05-19-37-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214605 DEA: 051K7904 EFIS: 0519000026
DIST-CO-RTE-PM	05-SB-166-R51.1/55.0
Award Date	02/26/2020
Closeout Date	08/23/2021
Work Description	COLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location Description	SANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
QA Service Level	1 (Verified on 04/08/2020)

Sample Taken Date	05/19/2020	Sample Unique Key	37
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	05/13/2020
Sample type	Verification	A brief description of the sample	Bags of Treated and Untreated Agg
The quantity of what the sample constitutes	One JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Historical	Last name of sampler or witnessed by	Values
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	CalPortland Garey	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)	91-42-0014
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	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-19-37

DIME Test ID: 2020-05-19-37-1

Testing Lab: CT D05 - San Luis Obispo District Laboratory

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

Test Release Date: 2020-09-18

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: Historical

Date of test: 05/19/2020

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 99 %

Cumulative percent passing the 1/2 in. sieve: 88.9 %

Cumulative percent passing the 3/8 in. sieve: 69.9 %

Cumulative percent passing the #4 sieve: 35.5 %

Cumulative percent passing the #8 sieve: 23.9 %

Cumulative percent passing the #16 sieve: 17.8 %

Cumulative percent passing the #30 sieve: 13.2 %

Cumulative percent passing the #50 sieve: 8.8 %

Cumulative percent passing the #100 sieve: 5.4 %

Cumulative percent passing the #200 sieve: 3.5 %

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

Test was verified on 9/18/2020 ✔