DIME - Test Summary

Summary for Test 2020-04-14-38-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214492 DEA: 033F5404 EFIS: 0313000136
DIST-CO-RTE-PM	03-SAC-99,160-4.5/5.7,R44.5
Award Date	01/24/2020
Closeout Date	07/28/2022
Work Description	FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location Description	SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
QA Service Level	1 (Verified on 10/23/2019)

Sample Taken Date	04/14/2020	Sample Unique Key	38
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	04/24/2020
Sample type	Verification	A brief description of the sample	1/2-inch Virgin Type A
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Walt	Last name of sampler or witnessed by	Wiley
Title of sampler		Telephone number of sampler
Laboratory sample identification	D03 Sample	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Perkins Plant	Transportation Laboratory (TL) Number	0034589
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)	91-34-0045::ASPEN IV SOUTH
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	Combined Hot Bins
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	D03	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-04-14-38

DIME Test ID: 2020-04-14-38-1

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: 2020-08-04

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: Calculated

Tester's full name: Ward Jenkins

Date of test: 08/04/2020

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: 90 %

Cumulative percent passing the 3/8 in. sieve: 80 %

Cumulative percent passing the #4 sieve: 70 %

Cumulative percent passing the #8 sieve: 50 %

Cumulative percent passing the #16 sieve: 40 %

Cumulative percent passing the #30 sieve: 30 %

Cumulative percent passing the #50 sieve: 20 %

Cumulative percent passing the #100 sieve: 10 %

Cumulative percent passing the #200 sieve: 5 %

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

Test was verified on 8/4/2020 ✔