Summary for Test 2020-08-20-20-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214882
DEA: 022H9904
EFIS: 0217000045
DIST-CO-RTE-PM02-SHA-44-51.6/52.2
Award Date05/27/2020
Closeout Date09/23/2020
Work DescriptionROADWAY EXCAVATION, AGGREGATE BASE & HOT MIX ASPHALT.
Location DescriptionSHASTA COUNTY NEAR VIOLA FROM 0.4 MILE EAST TO 1.1 MILES EAST OF BRIDGE CREEK ROAD
QA Service Level1 (Verified on 05/26/2020)

Sample Information

Sample Taken Date08/20/2020 Sample Unique Key20
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 testing08/20/2020
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 collectedJob Site
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Telephone number of sampler
Laboratory sample identificationD78607 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Transportation Laboratory (TL) Number897716
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)Not available
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 collectedWindrow
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: 2020-08-20-20
DIME Test ID: 2020-08-20-20-1
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: 2020-08-24

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: Terry McCormick
Date of test: 08/21/2020
Total mass of coarse material in the sample: 4822 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: 35 grams
Cumulative mass retained on the 1/2 in. sieve: 1381 grams
Cumulative mass retained on the 3/8 in. sieve: 2458 grams
Cumulative mass retained on the #4 sieve: 3986 grams
Cumulative mass retained on the pan (coarse grain): 4822 grams
Total mass of fine material in the sample: 4489.8 grams
Cumulative mass retained on the #8 sieve: 188.5 grams
Cumulative mass retained on the #16 sieve: 297.7 grams
Cumulative mass retained on the #30 sieve: 355.9 grams
Cumulative mass retained on the #50 sieve: 391.2 grams
Cumulative mass retained on the #100 sieve: 415.6 grams
Cumulative mass retained on the #200 sieve: 432.8 grams
Cumulative mass retained on the pan (fine grain): 499.7 grams
Mass of all coarse aggregate: 4822 grams
Mass of all fine aggregate: 4489.8 grams
Percentage of coarse material: 52 %
Percentage of fine material: 48 %
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:100 %
Cumulative percent passing the 1/2 in. sieve:85 %
Cumulative percent passing the 3/8 in. sieve:73 %
Cumulative percent passing the #4 sieve:57 %
Cumulative percent passing the #8 sieve:30 %
Cumulative percent passing the #16 sieve:19 %
Cumulative percent passing the #30 sieve:14 %
Cumulative percent passing the #50 sieve:10 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/24/2020