Test 2020-11-12-40-2 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213835
DEA: 051F7404
EFIS: 0514000049
DIST-CO-RTE-PM05-MON-101-R28.0/R30.6
Work DescriptionPLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location DescriptionMONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
Sample Information
Sample Taken Date11/12/2020 Sample Unique Key40
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 testing3/29/2021
Sample typeDispute Resolution A brief description of the sample3/4 HMA L1, SL1
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byD Last name of sampler or witnessed byWood
Title of samplerTET Laboratory sample identification21-HMA-0046
The fabricator/manufacturer/facility nameSPM Avenal Transportation Laboratory (TL) NumberC979428
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)na
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 collectedProduction Paving
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 HMA Design ID
Test Details
DIME Sample ID: 2020-11-12-40
DIME Test ID: 2020-11-12-40-2
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: 2021-04-01
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: Bang Nguyen
Date of test: 04/01/2021
Total mass of material in the sample: 6319.3 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: 97.2 grams
Cumulative mass retained on the 1/2 in. sieve: 906 grams
Cumulative mass retained on the 3/8 in. sieve: 1644 grams
Cumulative mass retained on the #4 sieve: 2884.2 grams
Total sample mass passing the #4 sieve: 3415.5 grams
Total mass of fine material in the sample: 628.5 grams
Cumulative mass retained on the #8 sieve: 178.9 grams
Cumulative mass retained on the #16 sieve: 341.7 grams
Cumulative mass retained on the #30 sieve: 436.3 grams
Cumulative mass retained on the #50 sieve: 494.5 grams
Cumulative mass retained on the #100 sieve: 532 grams
Cumulative mass retained on the #200 sieve: 563.3 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:98.5 %
Cumulative percent passing the 1/2 in. sieve:85.7 %
Cumulative percent passing the 3/8 in. sieve:74 %
Cumulative percent passing the #4 sieve:54.4 %
Cumulative percent passing the #8 sieve:38.9 %
Cumulative percent passing the #16 sieve:24.8 %
Cumulative percent passing the #30 sieve:16.6 %
Cumulative percent passing the #50 sieve:11.6 %
Cumulative percent passing the #100 sieve:8.4 %
Cumulative percent passing the #200 sieve:5.64 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/01/2021