Summary for Test 2018-09-13-7-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date09/13/2018 Sample Unique Key7
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 testing09/14/2018
Sample typeInformational A brief description of the sampleSand, Rock, Silt, Clay, DG
The quantity of what the sample constitutesN/A From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of sampler Telephone number of sampler
Laboratory sample identificationD77636 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNot applicable Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
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 collectedPlu 70 PM 67.85
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-09-13-7
DIME Test ID: 2018-09-13-7-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-08-20

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: DH
Date of test: 09/14/2018
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: 98 %
Cumulative percent passing the 1 in. sieve: 93 %
Cumulative percent passing the 3/4 in. sieve: 91 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 84 %
Cumulative percent passing the #4 sieve: 73 %
Cumulative percent passing the #8 sieve: 65 %
Cumulative percent passing the #16 sieve: 57 %
Cumulative percent passing the #30 sieve: 49 %
Cumulative percent passing the #50 sieve: 40 %
Cumulative percent passing the #100 sieve: 29 %
Cumulative percent passing the #200 sieve: 21 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2020