Summary for Test 2021-04-08-46-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Award Date12/14/2018
Closeout Date12/01/2021
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date04/08/2021 Sample Unique Key46
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 testing04/12/2021
Sample typeAcceptance A brief description of the sample3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutesUndefined From where was the sample collectedJob Site
First name of sampler or witnessed byDanny Last name of sampler or witnessed byHanson
Title of sampler Telephone number of sampler
Laboratory sample identificationD78774 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGoodwins Pit - West Transportation Laboratory (TL) Number897287
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)Undefined
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 collectedRoadway
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: 2021-04-08-46
DIME Test ID: 2021-04-08-46-1
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: 2021-06-08

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: D. Hickey and K. Rios Dorado
Date of test: 04/14/2021
Total mass of coarse aggregate: 9752.9 grams
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 0 grams
Individual mass retained on the 3/4 in. sieve: 122 grams
Individual mass retained on the 1/2 in. sieve: 2268 grams
Individual mass retained on the 3/8 in. sieve: 1395 grams
Individual mass retained on the #4 sieve: 2202 grams
Individual mass retained on the pan (coarse aggregate): 3765.9 grams
Total mass of fine aggregate: 490.3 grams
Individual mass retained on the #8 sieve: 140.2 grams
Individual mass retained on the #16 sieve: 82.4 grams
Individual mass retained on the #30 sieve: 56.4 grams
Individual mass retained on the #50 sieve: 53 grams
Individual mass retained on the #100 sieve: 49.8 grams
Individual mass retained on the #200 sieve: 35.7 grams
Individual mass retained on the pan (fine aggregate): 72.8 grams
Total mass of coarse aggregate: 5987 grams
Total mass of fine aggregate: 490 grams
Percentage of coarse material: 61 %
Percentage of fine material: 39 %
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:99 %
Cumulative percent passing the 1/2 in. sieve:75.5 %
Cumulative percent passing the 3/8 in. sieve:61 %
Cumulative percent passing the #4 sieve:39 %
Cumulative percent passing the #8 sieve:28 %
Cumulative percent passing the #16 sieve:21 %
Cumulative percent passing the #30 sieve:17 %
Cumulative percent passing the #50 sieve:13 %
Cumulative percent passing the #100 sieve:9 %
Cumulative percent passing the #200 sieve:5.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/8/2021