DIME - Test Summary

Summary for Test 2023-04-15-4-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783
DIST-CO-RTE-PM	06-KER-184,223-L0.0/L0.3,R15.7/R16.3
Award Date	01/25/2022
Closeout Date	04/08/2024
Work Description	CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS.
Location Description	KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184
QA Service Level	1 (Verified on 11/15/2021)

Sample Taken Date	04/15/2023	Sample Unique Key	4
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	04/17/2023
Sample type	Department Acceptance	A brief description of the sample	3/4 HMA Type A PG 64-10
The quantity of what the sample constitutes	10 boxes HMA type A , 4 bags of aggregate	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Paul	Last name of sampler or witnessed by	Klinker
Title of sampler	Materials Tester	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Griffith Edmonston	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)	91-15-0068
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 per test method
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	GRF-21-G3-8	Lot number	1
Sublot number	28	Aggregate Mix Number

DIME Sample ID: 2023-04-15-4

DIME Test ID: 2023-04-15-4-1

Testing Lab: CT D06 - Bakersfield Field Laboratory

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

Test Release Date: 2023-04-17

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?: Yes

Input Type: Calculated

Tester's full name: James Watson

Date of test: 04/17/2023

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 86 %

Cumulative percent passing the 3/8 in. sieve: 70 %

Cumulative percent passing the #4 sieve: 48 %

Cumulative percent passing the #8 sieve: 35 %

Cumulative percent passing the #16 sieve: 25 %

Cumulative percent passing the #30 sieve: 18 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.3 %

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

Test was verified on 4/17/2023 ✔