DIME - Test Summary

Summary for Test 2019-08-08-27-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214131 DEA: 080N69U4 EFIS: 0812000307 COOP: 081635
DIST-CO-RTE-PM	08-RIV-60-22.1/22.6
Award Date	05/01/2019
Closeout Date	Not set
Work Description	Improving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages.
Location Description	R-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively.
QA Service Level	2 (Verified on 04/30/2019)

Sample Taken Date	08/08/2019	Sample Unique Key	27
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	08/19/2019
Sample type	Verification	A brief description of the sample	3/8 HMA-A-SP R15
The quantity of what the sample constitutes	JMF 8 bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	All American Asphalt Perris	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0492A-19	Linked DIME Sample ID
The fabricator/manufacturer/facility name	All American Asphalt Corona	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)	91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample	3/8 HMA-A-SP R15	The fabricator/manufacturer designation for the sample	109826
The plant number	Unknown	A detailed description of where the material sample was collected	Belt Cut at All American Perris Plant
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2019-08-08-27

DIME Test ID: 2019-08-08-27-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2019-09-05

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): Yes

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: Larry Diaz

Date of test: 08/26/2019

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: 100 %

Cumulative percent passing the 3/8 in. sieve: 98 %

Cumulative percent passing the 1/4 in. sieve: 76 %

Cumulative percent passing the #4 sieve: 61 %

Cumulative percent passing the #8 sieve: 47 %

Cumulative percent passing the #16 sieve: 34 %

Cumulative percent passing the #30 sieve: 24 %

Cumulative percent passing the #50 sieve: 15 %

Cumulative percent passing the #100 sieve: 9 %

Cumulative percent passing the #200 sieve: 5.5 %

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

Test was verified on 9/5/2019 ✔