Summary for Test 2021-11-18-26-3

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215360
DEA: 112N0454
EFIS: 1118000198
DIST-CO-RTE-PM11-SD-94-30.0/39.0
Award Date02/18/2021
Closeout Date08/02/2022
Work DescriptionPLACING CHIP SEAL, SLURRY SEAL, SHOULDER BACKING AND STRIPING.
Location DescriptionSAN DIEGO COUNTY NEAR DULZURA AND BARRETT JUNCTION FROM 0.9 MILE EAST OF GRANDE CREEK BRIDGE TO ROUTE 188.
QA Service Level1 (Verified on 02/08/2021)

Sample Information

Sample Taken Date11/18/2021 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 testing11/26/2021
Sample typeQuality Assurance A brief description of the sampleAggregates
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed bynot provided Last name of sampler or witnessed bynot provided
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAPI 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)91-13-0057
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 collectedSlurry Aggs
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-18-26
DIME Test ID: 2021-11-18-26-3
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-01-07

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?: No
Input Type: Calculated
Tester's full name: Melchor Oronoz
Date of test: 01/07/2022
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: 0 %
Cumulative percent passing the 3/4 in. sieve: 0 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 89 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters): Pass

Test was verified on 1/7/2022