Test 2020-05-22-20-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212866
DEA: 021H9704
EFIS: 0216000051
DIST-CO-RTE-PM02-TEH-36-12.6/13.1
Work DescriptionCURVE REALIGNMENT AND HMA PAVING.
Location DescriptionTEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
Sample Information
Sample Taken Date5/22/2020 Sample Unique Key20
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 testing5/22/2020
Sample typeVerification A brief description of the sample3/8″ Sized Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of sampler Laboratory sample identificationD78446B
The fabricator/manufacturer/facility nameShasta Ranch Aggregates - Anderson, CA Transportation Laboratory (TL) Number897709
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)91-45-0057
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 collectedSized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberJMF 20-10-S1 Lot number
Sublot number JMF Verification ID JMF3513-2020-161, JMF3513-2020-163
Test Details
DIME Sample ID: 2020-05-22-20
DIME Test ID: 2020-05-22-20-1
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: 2020-07-16
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: T. McCormick and Spliethof
Date of test: 05/23/2020
Total mass of material in the sample: 5718.2 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: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 112 grams
Mass retained on the 1/4 in. sieve: 2821 grams
Cumulative mass retained on the #4 sieve: 4397 grams
Total sample mass passing the #4 sieve: 1328 grams
Total mass of fine material in the sample: 525.5 grams
Cumulative mass retained on the #8 sieve: 452.2 grams
Cumulative mass retained on the #16 sieve: 472.2 grams
Cumulative mass retained on the #30 sieve: 479.3 grams
Cumulative mass retained on the #50 sieve: 484.4 grams
Cumulative mass retained on the #100 sieve: 490 grams
Cumulative mass retained on the #200 sieve: 496.2 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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:98 %
Cumulative percent passing the 1/4 in. sieve:50.7 %
Cumulative percent passing the #4 sieve:23.1 %
Cumulative percent passing the #8 sieve:3.2 %
Cumulative percent passing the #16 sieve:2.3 %
Cumulative percent passing the #30 sieve:2 %
Cumulative percent passing the #50 sieve:1.8 %
Cumulative percent passing the #100 sieve:1.6 %
Cumulative percent passing the #200 sieve:1.29 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/16/2020