Test 2020-04-14-10-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214587
DEA: 101J1604
EFIS: 1018000180
DIST-CO-RTE-PM10-STA-132-27.9/41.0
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location DescriptionSTANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
Sample Information
Sample Taken Date4/14/2020 Sample Unique Key10
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 testing4/15/2020
Sample typeVerification A brief description of the sampleVirgin aggregate for 3/4 Type A HMA mix
The quantity of what the sample constitutesBags of Aggregate for JMF From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of samplerTechnician Laboratory sample identification20-JMF-0044
The fabricator/manufacturer/facility nameGeorge Reed Inc Transportation Laboratory (TL) NumberC033877
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)91-55-0005::TABLE MOUNTAIN QUARRY
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-109
Test Details
DIME Sample ID: 2020-04-14-10
DIME Test ID: 2020-04-14-10-1
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: 2020-04-27
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 04/17/2020
Total mass of material in the sample: 5223.7 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: 245.2 grams
Cumulative mass retained on the 1/2 in. sieve: 650.7 grams
Cumulative mass retained on the 3/8 in. sieve: 1093.8 grams
Cumulative mass retained on the #4 sieve: 2525.8 grams
Total sample mass passing the #4 sieve: 2697.9 grams
Total mass of fine material in the sample: 674.8 grams
Cumulative mass retained on the #8 sieve: 213.7 grams
Cumulative mass retained on the #16 sieve: 365.3 grams
Cumulative mass retained on the #30 sieve: 470.4 grams
Cumulative mass retained on the #50 sieve: 558.1 grams
Cumulative mass retained on the #100 sieve: 606.3 grams
Cumulative mass retained on the #200 sieve: 631.6 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:95.3 %
Cumulative percent passing the 1/2 in. sieve:87.5 %
Cumulative percent passing the 3/8 in. sieve:79.1 %
Cumulative percent passing the #4 sieve:51.6 %
Cumulative percent passing the #8 sieve:35.3 %
Cumulative percent passing the #16 sieve:23.7 %
Cumulative percent passing the #30 sieve:15.6 %
Cumulative percent passing the #50 sieve:8.9 %
Cumulative percent passing the #100 sieve:5.2 %
Cumulative percent passing the #200 sieve:3.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/27/2020