DIME - Test Summary

Summary for Test 2020-11-16-10-1

Test performed: AASHTO T27-14

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Identifiers	Project ID: 214921 DEA: 09367404 EFIS: 0916000025
DIST-CO-RTE-PM	09-KER-14-R4.7/R12.6
Award Date	Not set
Closeout Date	01/23/2023
Work Description	CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location Description	KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
QA Service Level	1 (Verified on 11/06/2020)

Sample Taken Date	11/16/2020	Sample Unique Key	10
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	11/17/2020
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R25 0.8% Dry Lime
The quantity of what the sample constitutes	3 Bags Of Coldfeed Agg., 1 Bag Of Combined L.T. Agg., 2 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	William	Last name of sampler or witnessed by	Lucas
Title of sampler		Telephone number of sampler
Laboratory sample identification	0669A-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Construction Company Little Rock	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)	91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP R25	The fabricator/manufacturer designation for the sample
The plant number	13554	A detailed description of where the material sample was collected	Belt Cut at Granite Little Rock Plant
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		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-11-16-10

DIME Test ID: 2020-11-16-10-1

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: 2020-11-25

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?: No

Input Type: Calculated

Tester's full name: Satish Jain/Dominic Montemayor

Date of test: 11/18/2020

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: 99 %

Cumulative percent passing the 1/2 in. sieve: 82 %

Cumulative percent passing the 3/8 in. sieve: 62 %

Cumulative percent passing the #4 sieve: 46 %

Cumulative percent passing the #8 sieve: 31 %

Cumulative percent passing the #16 sieve: 22 %

Cumulative percent passing the #30 sieve: 15 %

Cumulative percent passing the #50 sieve: 9 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2 %

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

Test was verified on 11/25/2020 ✔

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.