Test 2019-05-13-12-2 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212753
DEA: 020H7604
EFIS: 0215000086
DIST-CO-RTE-PM02-LAS,PLU-VAR-VAR
Work DescriptionFULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION
Location DescriptionLASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395
Sample Information
Sample Taken Date5/13/2019 Sample Unique Key12
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 testing5/14/2019
Sample typeVerification A brief description of the sampleTreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Laboratory sample identificationD77884A
The fabricator/manufacturer/facility nameWard Lake Plant Transportation Laboratory (TL) Number001351
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)91-18-0008::WARD LAKE PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.106
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-10-S1 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-69
Test Details
DIME Sample ID: 2019-05-13-12
DIME Test ID: 2019-05-13-12-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-06-20
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/14/2019
Total mass of material in the sample: 6322.3 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: 120 grams
Cumulative mass retained on the 1/2 in. sieve: 1054 grams
Cumulative mass retained on the 3/8 in. sieve: 1735 grams
Mass retained on the 1/4 in. sieve: 2978 grams
Cumulative mass retained on the #4 sieve: 3495 grams
Total sample mass passing the #4 sieve: 2827.3 grams
Total mass of fine material in the sample: 505.4 grams
Cumulative mass retained on the #8 sieve: 169.4 grams
Cumulative mass retained on the #16 sieve: 279 grams
Cumulative mass retained on the #30 sieve: 347.6 grams
Cumulative mass retained on the #50 sieve: 397.2 grams
Cumulative mass retained on the #100 sieve: 434.4 grams
Cumulative mass retained on the #200 sieve: 455.4 grams
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:98.1 %
Cumulative percent passing the 1/2 in. sieve:83.3 %
Cumulative percent passing the 3/8 in. sieve:72.6 %
Cumulative percent passing the 1/4 in. sieve:52.9 %
Cumulative percent passing the #4 sieve:44.7 %
Cumulative percent passing the #8 sieve:29.7 %
Cumulative percent passing the #16 sieve:20 %
Cumulative percent passing the #30 sieve:14 %
Cumulative percent passing the #50 sieve:9.6 %
Cumulative percent passing the #100 sieve:6.3 %
Cumulative percent passing the #200 sieve:4.42 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/20/2019