DIME - Test Summary

Summary for Test 2023-11-30-34-6

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994803 DEA: 043J0704 EFIS: 0415000077
DIST-CO-RTE-PM	04-CC-80-10.1/13.5
Award Date	03/10/2023
Closeout Date	Not set
Work Description	Remove PCC and AC, place PCP and AC Resurfacing.
Location Description	Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
QA Service Level	1 (Verified on 05/10/2023)

Sample Taken Date	11/30/2023	Sample Unique Key	34
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	12/04/2023
Sample type	Quality Assurance	A brief description of the sample	1/2-INCH HMA-SP Type A
The quantity of what the sample constitutes	LOT 3 SUBLOT 5	From where was the sample collected	Source
First name of sampler or witnessed by	IGNACIO	Last name of sampler or witnessed by	ARECHIGA
Title of sampler		Telephone number of sampler	5102077252
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	County Asphalt Batch Plant	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)	91-07-0003
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	Sample Pick-Up From Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number	3
Sublot number	5	Aggregate Mix Number	L230620

DIME Sample ID: 2023-11-30-34

DIME Test ID: 2023-11-30-34-6

Testing Lab: CT D04 - Richmond Field Laboratory

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

Test Release Date: 2023-12-05

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: IGNACIO ARECHIGA

Date of test: 12/04/2023

Cumulative percent passing the 2 in. sieve: 0 %

Cumulative percent passing the 1 1/2 in. sieve: 0 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 96 %

Cumulative percent passing the 3/8 in. sieve: 87 %

Cumulative percent passing the #4 sieve: 60 %

Cumulative percent passing the #8 sieve: 35 %

Cumulative percent passing the #16 sieve: 21 %

Cumulative percent passing the #30 sieve: 13 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2.9 %

General comments (publicly viewable) (Max 1000 characters): LOT 3 SUBLOT 5 County Asphalt Batch Plant Sieve 4 FAILED

Test was verified on 12/5/2023 ✔