Summary for Test 2023-08-17-75-7

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994120
DEA: 040J6314
EFIS: 0421000252
DIST-CO-RTE-PM04-SOL-12-21.2/22.6
Award Date09/16/2022
Closeout DateNot set
Work DescriptionROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location DescriptionSOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
QA Service Level1 (Verified on 09/13/2022)

Sample Information

Sample Taken Date08/17/2023 Sample Unique Key75
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 testing08/17/2023
Sample typeQuality Assurance A brief description of the sample1/2-INCH-HMA-SP Type A
The quantity of what the sample constitutesLOT 1 SUBLOT 6 From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byHall
Title of sampler Telephone number of sampler7072999133
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernalis Dreier Drum 12%RAP 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)91-39-0041
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 collectedSample Pickup From Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number30240442412V

Test Details

DIME Sample ID: 2023-08-17-75
DIME Test ID: 2023-08-17-75-7
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-09-15

Test Results


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: 08/17/2023
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: 79 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters): LOT 1 SUBLOT 6 Teichert Vernalis Drier Drum Plant 12%RAP Sieve# 4 FAILED

Test was verified on 9/15/2023