DIME - Test Summary

Summary for Test 2020-05-07-18-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 212899 DEA: 051C6704 EFIS: 0512000194
DIST-CO-RTE-PM	05-SCR-17-0.2-0.5
Award Date	02/08/2019
Closeout Date	09/23/2022
Work Description	PASATIEMPO RETAINING WALL -
Location Description	IN SANTA CRUZ FROM 0.5 MILE TO 0.3 MILES SOUTH OF PASATIEMPO OVERCROSSING
QA Service Level	1 (Verified on 04/01/2019)

Sample Taken Date	05/07/2020	Sample Unique Key	18
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	05/29/2020
Sample type	Verification	A brief description of the sample	Bags of Aggregate
The quantity of what the sample constitutes	One JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Doug	Last name of sampler or witnessed by	Lemon
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Graniterock Aromas	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)	Unknown
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	91-35-0012
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-07-18

DIME Test ID: 2020-05-07-18-1

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: 2020-06-17

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: Daniel Gingras

Date of test: 06/15/2020

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 96.9 %

Cumulative percent passing the 3/8 in. sieve: 78.2 %

Cumulative percent passing the #4 sieve: 24.3 %

Cumulative percent passing the #8 sieve: 10.2 %

Cumulative percent passing the #16 sieve: 7.4 %

Cumulative percent passing the #30 sieve: 6.2 %

Cumulative percent passing the #50 sieve: 5 %

Cumulative percent passing the #100 sieve: 3.5 %

Cumulative percent passing the #200 sieve: 2.2 %

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

Test was verified on 6/17/2020 ✔