Summary for Test 2020-05-20-42-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214250
DEA: 021H3204
EFIS: 0215000126
DIST-CO-RTE-PM02-TEH-99-12.0/12.6
Award Date10/09/2019
Closeout Date11/01/2021
Work DescriptionCONSTRUCT CURB RAMPS AND SIDEWALKS.
Location DescriptionTEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
QA Service Level1 (Verified on 07/22/2019)

Sample Information

Sample Taken Date05/20/2020 Sample Unique Key42
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 testing05/20/2020
Sample typeAcceptance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutesnot provided From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD78436 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis inc Transportation Laboratory (TL) Number853459
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 @ 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 HMA Design ID

Test Details

DIME Sample ID: 2020-05-20-42
DIME Test ID: 2020-05-20-42-1
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: 2020-07-14

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: KS
Date of test: 05/20/2020
Total mass of coarse material in the sample: 5308 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: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 245 grams
Cumulative mass retained on the 1/2 in. sieve: 2418 grams
Cumulative mass retained on the 3/8 in. sieve: 3534 grams
Cumulative mass retained on the #4 sieve: 5308 grams
Cumulative mass retained on the pan (coarse grain): 5308 grams
Total mass of fine material in the sample: 3643 grams
Cumulative mass retained on the #8 sieve: 148.2 grams
Cumulative mass retained on the #16 sieve: 245.6 grams
Cumulative mass retained on the #30 sieve: 321.4 grams
Cumulative mass retained on the #50 sieve: 391.8 grams
Cumulative mass retained on the #100 sieve: 430.2 grams
Cumulative mass retained on the #200 sieve: 446.1 grams
Cumulative mass retained on the pan (fine grain): 503.7 grams
Mass of all coarse aggregate: 5308 grams
Mass of all fine aggregate: 3643 grams
Percentage of coarse material: 59 %
Percentage of fine material: 41 %
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:100 %
Cumulative percent passing the 3/4 in. sieve:97 %
Cumulative percent passing the 1/2 in. sieve:73 %
Cumulative percent passing the 3/8 in. sieve:61 %
Cumulative percent passing the #4 sieve:41 %
Cumulative percent passing the #8 sieve:29 %
Cumulative percent passing the #16 sieve:21 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2020