Summary for Test 2019-07-29-25-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214050
DEA: 09369804
EFIS: 0917000029
DIST-CO-RTE-PM09-MNO-6-4.2/4.9
Award Date05/14/2019
Closeout Date12/02/2019
Work DescriptionROADWAY EXCAVATION AND PLACE HMA (TYPE A).
Location DescriptionMONO COUNTY AT CHALFANT FROM 0.2 MILE SOUTH OF HUNTER AVENUE TO 0.3 MILE NORTH OF CHALFANT ROAD
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/29/2019 Sample Unique Key25
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 testing07/30/2019
Sample typePer Request A brief description of the sampleClass 2 Agg Base
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byColton Last name of sampler or witnessed byCarrington
Title of samplerTET Telephone number of sampler
Laboratory sample identification8658 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC660990
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)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile on site
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-29-25
DIME Test ID: 2019-07-29-25-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-09-18

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: Kiet Phan
Date of test: 08/01/2019
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 5.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/18/2019