DIME - Test Summary

Summary for Test 2023-04-21-21-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 993511 DEA: 120R2004 EFIS: 1218000065
DIST-CO-RTE-PM	12-ORA-5-0.0/2.0
Award Date	04/14/2022
Closeout Date	Not set
Work Description	PLACE PRECAST CONCRETE PAVEMENT AND REPLACE CONCRETE SLAB.
Location Description	ORANGE COUNTY IN SAN CLEMENTE FROM ORANGE COUNTY LINE TO 0.4 MILE NORTH OF EL CAMINO REAL UNDERCROSSING
QA Service Level	1 (Verified on 01/24/2022)

Sample Taken Date	04/21/2023	Sample Unique Key	21
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	04/25/2023
Sample type	Verification	A brief description of the sample	PSUE 3/4" RWMA-G-SP, 0.5% Evotherm
The quantity of what the sample constitutes	4 Bags Of Comb. Aggregate	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	RJ Noble	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0214G-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	R.J. Noble Company	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)	91-19-0035
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	Belt Cut at R J Noble Company Orange
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	49R003ARSPWEO	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-04-21-21

DIME Test ID: 2023-04-21-21-1

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: 2023-08-03

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: Satish Jain/David Padilla

Date of test: 04/27/2023

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: 98 %

Cumulative percent passing the 1/2 in. sieve: 84 %

Cumulative percent passing the 3/8 in. sieve: 65 %

Cumulative percent passing the #4 sieve: 27 %

Cumulative percent passing the #8 sieve: 16 %

Cumulative percent passing the #16 sieve: 11 %

Cumulative percent passing the #30 sieve: 8 %

Cumulative percent passing the #50 sieve: 5 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 3 %

General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation

Test was verified on 8/3/2023 ✔