Test 2020-07-23-33-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214805
DEA: 044Q1604
EFIS: 0419000353
DIST-CO-RTE-PM04-CC-4-R32.7/R34.0
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE
Sample Information
Sample Taken Date7/23/2020 Sample Unique Key33
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 testingNot set
Sample typeVerification A brief description of the sample3/4" RWMA-G Aggregate
The quantity of what the sample constitutes2 bags of aggregate From where was the sample collectedSource
First name of sampler or witnessed byCTInspectorIArechiga Last name of sampler or witnessed byCTInspectorIArechiga
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Vernails 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)91-39-0041
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 collectedAutomatic Sampling Device @ Plant
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 JMF3513-2020-179
Test Details
DIME Sample ID: 2020-07-23-33
DIME Test ID: 2020-07-23-33-1
Testing Lab: CT D04 - DME / District Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-05
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: Reza Deneli
Date of test: 07/29/2020
Total mass of material in the sample: 5029 grams
Mass retained on the 1 1/2 in. sieve: 0 grams
Mass retained on the 1 in. sieve: 0 grams
Mass retained on the 3/4 in. sieve: 50 grams
Mass retained on the 1/2 in. sieve: 969.8 grams
Mass retained on the 3/8 in. sieve: 1766.3 grams
Mass retained on the #4 sieve: 3735.2 grams
Total sample mass passing the #4 sieve: 1293.8 grams
Total mass of fine material in the sample: 503.2 grams
Mass retained on the #8 sieve: 286.3 grams
Mass retained on the #16 sieve: 369.8 grams
Mass retained on the #30 sieve: 405.5 grams
Mass retained on the #50 sieve: 431.4 grams
Mass retained on the #100 sieve: 461.6 grams
Mass retained on the #200 sieve: 483 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:99 %
Cumulative percent passing the 1/2 in. sieve:80.7 %
Cumulative percent passing the 3/8 in. sieve:64.9 %
Cumulative percent passing the #4 sieve:25.7 %
Cumulative percent passing the #8 sieve:11.1 %
Cumulative percent passing the #16 sieve:6.8 %
Cumulative percent passing the #30 sieve:5 %
Cumulative percent passing the #50 sieve:3.7 %
Cumulative percent passing the #100 sieve:2.1 %
Cumulative percent passing the #200 sieve:1.03 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/05/2020