Summary for Test 2019-04-12-11-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/12/2019 Sample Unique Key11
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 testing04/22/2019
Sample typeVerification A brief description of the sampleVirgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMartiniano Last name of sampler or witnessed byRuiz
Title of samplerMat and Res Eng Aso Spc Telephone number of sampler5592894416
Laboratory sample identification019-005-Agg 19-JMFPP-0089 Linked DIME Sample IDNA
The fabricator/manufacturer/facility nameDeer Creek Porterville Transportation Laboratory (TL) NumberHDQTRS Lab
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)91-54-0021::DEER CREEK ASPHALT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedFrom the plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-12-11
DIME Test ID: 2019-04-12-11-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-05-16

Test Results


What type of gradation is being tested?: Combined 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: Bang Nguyen
Date of test: 05/10/2019
Total mass of material in the sample: 6726.3 grams
Cumulative mass retained on the 2 in. sieve: 0 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: 116.8 grams
Cumulative mass retained on the 1/2 in. sieve: 954.8 grams
Cumulative mass retained on the 3/8 in. sieve: 688.8 grams
Cumulative mass retained on the #4 sieve: 1268.6 grams
Cumulative mass retained on the #8 sieve: 1418.9 grams
Cumulative mass retained on the #16 sieve: 1066.8 grams
Cumulative mass retained on the #30 sieve: 499.4 grams
Cumulative mass retained on the #50 sieve: 290.6 grams
Cumulative mass retained on the #100 sieve: 148.9 grams
Cumulative mass retained on the #200 sieve: 79.4 grams
Cumulative mass retained on the pan: 188.9 grams
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: 98.3 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 73.8 %
Cumulative percent passing the #4 sieve: 54.9 %
Cumulative percent passing the #8 sieve: 33.8 %
Cumulative percent passing the #16 sieve: 17.9 %
Cumulative percent passing the #30 sieve: 10.5 %
Cumulative percent passing the #50 sieve: 6.2 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/16/2019