Test 2021-05-03-55-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Work DescriptionREPLACE CONCRETE AND ASPHALT PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
Sample Information
Sample Taken Date5/3/2021 Sample Unique Key55
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 testing10/13/2021
Sample typeDispute Resolution A brief description of the sampleCold Feed
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Laboratory sample identification21-HMA-0175
The fabricator/manufacturer/facility nameCMI Fresno Transportation Laboratory (TL) Numberc040331
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)---
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 number3
Sublot number8 HMA Design ID
Test Details
DIME Sample ID: 2021-05-03-55
DIME Test ID: 2021-05-03-55-1
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: 2021-10-22
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/Jay Horton
Date of test: 10/22/2021
Total mass of material in the sample: 7188 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: 122.8 grams
Cumulative mass retained on the 1/2 in. sieve: 1699 grams
Cumulative mass retained on the 3/8 in. sieve: 3176.1 grams
Cumulative mass retained on the #4 sieve: 4457.7 grams
Total sample mass passing the #4 sieve: 2729.7 grams
Total mass of fine material in the sample: 684.7 grams
Cumulative mass retained on the #8 sieve: 155.1 grams
Cumulative mass retained on the #16 sieve: 257.4 grams
Cumulative mass retained on the #30 sieve: 380.9 grams
Cumulative mass retained on the #50 sieve: 498.1 grams
Cumulative mass retained on the #100 sieve: 578.2 grams
Cumulative mass retained on the #200 sieve: 615.8 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:98.3 %
Cumulative percent passing the 1/2 in. sieve:76.4 %
Cumulative percent passing the 3/8 in. sieve:55.8 %
Cumulative percent passing the #4 sieve:38 %
Cumulative percent passing the #8 sieve:29.4 %
Cumulative percent passing the #16 sieve:23.7 %
Cumulative percent passing the #30 sieve:16.9 %
Cumulative percent passing the #50 sieve:10.4 %
Cumulative percent passing the #100 sieve:5.9 %
Cumulative percent passing the #200 sieve:3.82 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/22/2021