DIME - Test Summary

Summary for Test 2021-07-13-31-2

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215660 DEA: 040W3804 EFIS: 0420000211
DIST-CO-RTE-PM	04-SM-92-R9.5/R10.4
Award Date	05/18/2021
Closeout Date	05/26/2022
Work Description	COLD PLANE AC PAVEMENT AND PLACE RHMA (G).
Location Description	SAN MATEO COUNTY IN SAN MATEO FROM 0.1 MILE EAST OF WEST HILLSDALE BOULEVARD UNDERCROSSING TO 0.1 MILE WEST OF ALAMEDA DE LAS PULGAS OVERCROSSING
QA Service Level	1 (Verified on 05/03/2021)

Sample Taken Date	07/13/2021	Sample Unique Key	31
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	05/26/2021
Sample type	Verification	A brief description of the sample	3/4 CF Agg Sample
The quantity of what the sample constitutes	3 Bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Tanh Ng	Last name of sampler or witnessed by	Tanh Ng
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Peninsula Road Materials	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)	91-21-0008
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	4 Bags of Aggregate
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: 2021-07-13-31

DIME Test ID: 2021-07-13-31-2

Testing Lab: CT D04 - Hayward DME / District Laboratory

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

Test Release Date: 2021-08-13

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: Babak Kamranimoghaddam

Date of test: 07/13/2021

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: 96.7 %

Cumulative percent passing the 1/2 in. sieve: 88.5 %

Cumulative percent passing the 3/8 in. sieve: 81.1 %

Cumulative percent passing the #4 sieve: 58.1 %

Cumulative percent passing the #8 sieve: 39.4 %

Cumulative percent passing the #16 sieve: 26.5 %

Cumulative percent passing the #30 sieve: 16.2 %

Cumulative percent passing the #50 sieve: 8.4 %

Cumulative percent passing the #100 sieve: 4.5 %

Cumulative percent passing the #200 sieve: 3.3 %

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

Test was verified on 8/13/2021 ✔