Summary for Test 2020-08-18-28-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 210673
DEA: 042640F4
EFIS: 0400020132
COOP: 042308A3
DIST-CO-RTE-PM04-SON--
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date08/18/2020 Sample Unique Key28
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing09/18/2020
Sample typeVerification A brief description of the sample1/2HMA A 15rap PG64-16 Valero
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byCT Anthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBodean Mark West Quarry 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 or name of Pit)91-49-0032
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 collectedStockpile @ 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 NumberNot set

Test Details

DIME Sample ID: 2020-08-18-28
DIME Test ID: 2020-08-18-28-2
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-09-02

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/26/2020
Total mass of material in the sample: 5000 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 101.2 grams
Cumulative mass retained on the 3/8 in. sieve: 686.6 grams
Cumulative mass retained on the #4 sieve: 2415.1 grams
Cumulative mass retained on the #8 sieve: 161.5 grams
Cumulative mass retained on the #16 sieve: 280.9 grams
Cumulative mass retained on the #30 sieve: 351.1 grams
Cumulative mass retained on the #50 sieve: 394.7 grams
Cumulative mass retained on the #100 sieve: 431.9 grams
Cumulative mass retained on the #200 sieve: 452.4 grams
Cumulative mass retained on the pan: no data
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 86.3 %
Cumulative percent passing the #4 sieve: 51.7 %
Cumulative percent passing the #8 sieve: 35.4 %
Cumulative percent passing the #16 sieve: 23.4 %
Cumulative percent passing the #30 sieve: 16.4 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8.2 %
Cumulative percent passing the #200 sieve: 6.18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020