Test 2020-08-04-4-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214059
DEA: 042K7504
EFIS: 0417000019
DIST-CO-RTE-PM04-SCL-152-7.6/M10.2
Work DescriptionROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location DescriptionSANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Sample Information
Sample Taken Date8/4/2020 Sample Unique Key4
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 sample3/8HMA aggregate
The quantity of what the sample constitutes16 bags From where was the sample collectedSource
First name of sampler or witnessed bypurvey Last name of sampler or witnessed byShah
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Construction Company 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)91-24-0009
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 collectedLos Banos Plans
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-177
Test Details
DIME Sample ID: 2020-08-04-4
DIME Test ID: 2020-08-04-4-1
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: Nicholas Shelly
Date of test: 07/08/2020
Total mass of material in the sample: 5000 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: 0 grams
Mass retained on the 1/2 in. sieve: 0 grams
Mass retained on the 3/8 in. sieve: 89.9 grams
Mass retained on the #4 sieve: 1605 grams
Total sample mass passing the #4 sieve: 3305.1 grams
Total mass of fine material in the sample: 516.3 grams
Mass retained on the #8 sieve: 203.6 grams
Mass retained on the #16 sieve: 300.9 grams
Mass retained on the #30 sieve: 344.6 grams
Mass retained on the #50 sieve: 438 grams
Mass retained on the #100 sieve: 479 grams
Mass retained on the #200 sieve: 495.3 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:98.2 %
Cumulative percent passing the #4 sieve:67.9 %
Cumulative percent passing the #8 sieve:41.1 %
Cumulative percent passing the #16 sieve:28.3 %
Cumulative percent passing the #30 sieve:22.6 %
Cumulative percent passing the #50 sieve:10.3 %
Cumulative percent passing the #100 sieve:4.9 %
Cumulative percent passing the #200 sieve:2.76 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/05/2020