Test 2020-08-10-27-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214250
DEA: 021H3204
EFIS: 0215000126
DIST-CO-RTE-PM02-TEH-99-12.0/12.6
Work DescriptionCONSTRUCT CURB RAMPS AND SIDEWALKS.
Location DescriptionTEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
Sample Information
Sample Taken Date8/10/2020 Sample Unique Key27
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 testing8/10/2020
Sample typeQuality Assurance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78562
The fabricator/manufacturer/facility nameTullis inc Transportation Laboratory (TL) Number81519
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)91-45-0061
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 collectedStockpile
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 HMA Design ID
Test Details
DIME Sample ID: 2020-08-10-27
DIME Test ID: 2020-08-10-27-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-08-18
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/10/2020
Total mass of coarse material in the sample: 5317 grams
Cumulative mass retained on the 3 in. sieve: 0 grams
Cumulative mass retained on the 2 1/2 in. sieve: 0 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 152 grams
Cumulative mass retained on the 3/4 in. sieve: 1060 grams
Cumulative mass retained on the 1/2 in. sieve: 2680 grams
Cumulative mass retained on the 3/8 in. sieve: 3473 grams
Cumulative mass retained on the #4 sieve: 5317 grams
Cumulative mass retained on the pan (coarse grain): 5317 grams
Total mass of fine material in the sample: 5570.4 grams
Cumulative mass retained on the #8 sieve: 105.1 grams
Cumulative mass retained on the #16 sieve: 187.4 grams
Cumulative mass retained on the #30 sieve: 252.6 grams
Cumulative mass retained on the #50 sieve: 301.9 grams
Cumulative mass retained on the #100 sieve: 341.9 grams
Cumulative mass retained on the #200 sieve: 367.3 grams
Cumulative mass retained on the pan (fine grain): 506.1 grams
Mass of all coarse aggregate: 5317 grams
Mass of all fine aggregate: 5570.4 grams
Percentage of coarse material: 49 %
Percentage of fine material: 51 %
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:99 %
Cumulative percent passing the 3/4 in. sieve:90 %
Cumulative percent passing the 1/2 in. sieve:75 %
Cumulative percent passing the 3/8 in. sieve:68 %
Cumulative percent passing the #4 sieve:51 %
Cumulative percent passing the #8 sieve:40 %
Cumulative percent passing the #16 sieve:32 %
Cumulative percent passing the #30 sieve:26 %
Cumulative percent passing the #50 sieve:21 %
Cumulative percent passing the #100 sieve:17 %
Cumulative percent passing the #200 sieve:14 %
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Test was verified on 08/18/2020