Summary for Test 2022-05-18-26-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993234
DEA: 051H0004
EFIS: 0516000011
DIST-CO-RTE-PM05-MON-68-1.1/L4.3
Award Date10/26/2021
Closeout Date12/14/2023
Work DescriptionPLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
QA Service Level1 (Verified on 10/06/2021)

Sample Information

Sample Taken Date05/18/2022 Sample Unique Key26
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 testing05/18/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" Combined aggregate
The quantity of what the sample constitutes1 Bag From where was the sample collectedFabricator
First name of sampler or witnessed byJerrod Last name of sampler or witnessed byNaval
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2022-05-18-25
The fabricator/manufacturer/facility nameGraniterock Aromas Drum Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-35-0012
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 collectedCold feed line
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number14 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-18-26
DIME Test ID: 2022-05-18-26-2
Testing Lab: CT D05 - Monterey Construction Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-05-20

Test Results


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: Wesley Rider
Date of test: 05/19/2022
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: 90 %
Cumulative percent passing the 3/8 in. sieve: 79 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/20/2022