DIME - Test Summary

Summary for Test 2020-05-21-28-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214466 DEA: 081F1414 EFIS: 0815000231
DIST-CO-RTE-PM	08-RIV-15-15-54.2/54.3
Award Date	01/02/2020
Closeout Date	05/26/2022
Work Description	Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description	Riverside and San Diego County
QA Service Level	1 (Verified on 03/20/2020)

Sample Taken Date	05/21/2020	Sample Unique Key	28
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	05/21/2020
Sample type	Quality Assurance	A brief description of the sample	HMA-A 3/4" R24 PG64-28M
The quantity of what the sample constitutes	4 Bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	J	Last name of sampler or witnessed by	Esonwune
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	California Commercial Asphalt - Lake Elsinore	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)	91-33-0098
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Intercepting discharged into the weigh hopper
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	53417615	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-21-28

DIME Test ID: 2020-05-21-28-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

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

Test Release Date: 2020-06-10

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: Dominic Montemayor

Date of test: 05/22/2020

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: 81 %

Cumulative percent passing the 3/8 in. sieve: 69 %

Cumulative percent passing the #4 sieve: 50 %

Cumulative percent passing the #8 sieve: 36 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 15 %

Cumulative percent passing the #50 sieve: 9 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 2.3 %

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

Test was verified on 6/10/2020 ✔