DIME - Test Summary

Summary for Test 2023-07-12-35-2

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 993529 DEA: 11430514 EFIS: 1119000008
DIST-CO-RTE-PM	11-SD-15-R31.3/R37.1
Award Date	05/27/2022
Closeout Date	Not set
Work Description	CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description	SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
QA Service Level	1 (Verified on 02/07/2022)

Sample Taken Date	07/12/2023	Sample Unique Key	35
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	07/17/2023
Sample type	Quality Assurance	A brief description of the sample	3/4" HMA-A
The quantity of what the sample constitutes	14 boxes 3 bags	From where was the sample collected	Supplier
First name of sampler or witnessed by	Ben	Last name of sampler or witnessed by	Smith
Title of sampler		Telephone number of sampler
Laboratory sample identification	6624-PSU	Linked DIME Sample ID	2023-07-12-34
The fabricator/manufacturer/facility name	Martin Marietta	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: 2023-07-12-35

DIME Test ID: 2023-07-12-35-2

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: 2023-10-05

Method: 1 - Combined Fracture Determination

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

Input Type: Measured

Tester's full name: Daniel Smith

Date of test: 07/21/2023

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: 30 g

Mass of fractured, coarse, 1 faced particles tested: 1000 g

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

Mass of unfractured, coarse, 1 faced particles tested: 30 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: 0 g

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

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

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

Percentage of fractured, coarse, 2 faced particles tested: 97 %

Percentage of fractured, coarse, 1 faced particles tested: 97 %

Percentage of fractured, fine, 1 faced particles tested: 100 %

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

Test was verified on 10/5/2023 ✔