DIME - Test Summary

Summary for Test 2023-09-08-68-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994645 DEA: 041W8604 EFIS: 0421000102
DIST-CO-RTE-PM	04-SM-35,280-L22.0/31.5,R19.0/R19.3
Award Date	05/24/2023
Closeout Date	05/03/2024
Work Description	COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HOT MIX ASPHALT.
Location Description	SAN MATEO COUNTY FROM 0.5 MILE NORTH OF LARKSPUR DRIVE UNDERCROSSING IN SAN BRUNO TO CITY AND COUNTY OF SAN FRANCISCO COUNTY LINE IN DALY CITY
QA Service Level	1 (Verified on 05/09/2023)

Sample Taken Date	09/08/2023	Sample Unique Key	68
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	09/08/2023
Sample type	Quality Assurance	A brief description of the sample	3/4 HMA + 25% RAP
The quantity of what the sample constitutes	750 Tons	From where was the sample collected	Supplier
First name of sampler or witnessed by	Gordon	Last name of sampler or witnessed by	Pham
Title of sampler	Plant QC Tech	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Construction - Santa Clara	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 39 0002
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	Plant Sampler
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	1
Sublot number	2	Aggregate Mix Number

DIME Sample ID: 2023-09-08-68

DIME Test ID: 2023-09-08-68-1

Testing Lab: CT D04 - Hayward Field Laboratory

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

Test Release Date: 2023-12-22

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?: Yes

Input Type: Calculated

Tester's full name: Leonardo Mendoza

Date of test: 09/09/2023

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: 92 %

Cumulative percent passing the 3/8 in. sieve: 84 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 33 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 17 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 3.2 %

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

Test was verified on 12/22/2023 ✔