DIME - Test Summary

Summary for Test 2023-08-01-93-2

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195
DIST-CO-RTE-PM	11-SD-5-R37.4/R52.6
Award Date	Not set
Closeout Date	Not set
Work Description	CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location Description	IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
QA Service Level	1 (Verified on 09/23/2021)

Sample Taken Date	08/01/2023	Sample Unique Key	93
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	09/14/2023
Sample type	Quality Assurance	A brief description of the sample	3/4" HMA
The quantity of what the sample constitutes	12 boxes 4 bags	From where was the sample collected	Source
First name of sampler or witnessed by	N/A	Last name of sampler or witnessed by	N/A
Title of sampler		Telephone number of sampler
Laboratory sample identification	5210-PSU	Linked DIME Sample ID	2023-08-01-92
The fabricator/manufacturer/facility name	Vulcan CC	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)	N/A
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
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

DIME Sample ID: 2023-08-01-93

DIME Test ID: 2023-08-01-93-2

Testing Lab: CT D11 - District 11 Materials Laboratory

Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)

Test Release Date: 2023-10-12

Method: 1 - Combined Fracture Determination

Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced

Input Type: Measured

Tester's full name: Daniel Smith

Date of test: 09/29/2023

Mass of fractured, coarse, 2 faced particles tested: 1000 g

Mass of questionable, coarse, 2 faced particles tested: 0 g

Mass of unfractured, coarse, 2 faced particles tested: 4 g

Mass of fractured, fine, 1 faced particles tested: 100 g

Mass of questionable, fine, 1 faced particles tested: 0 g

Mass of unfractured, fine, 1 faced particles tested: 2 g

Percentage of questionable, coarse, 2 faced particles tested: 0 %

Percentage of questionable, fine, 1 faced particles tested: 0 %

Percentage of fractured, coarse, 2 faced particles tested: 100 %

Percentage of fractured, fine, 1 faced particles tested: 98 %

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

Test was verified on 10/12/2023 ✔