Summary for Test 2019-06-27-32-6

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214339
DEA: 081G0004
EFIS: 0815000107
DIST-CO-RTE-PM08-RIV-95-14.5/35.6
Award Date11/04/2020
Closeout Date03/01/2022
Work DescriptionCONSTRUCT CONCRETE/RSP APRONS
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE
QA Service Level1 (Verified on 12/02/2020)

Sample Information

Sample Taken Date06/27/2019 Sample Unique Key32
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 testing06/28/2019
Sample typePer Request A brief description of the sampleSoil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJose Last name of sampler or witnessed byGuzman
Title of samplerMREA Telephone number of sampler909-829-6292
Laboratory sample identification8634 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) Number8634
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedA-19-009
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-06-27-32
DIME Test ID: 2019-06-27-32-6
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: 2019-09-17

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: 07/06/2019
Cumulative percent passing the 1 1/2 in. sieve: 96 %
Cumulative percent passing the 1 in. sieve: 89 %
Cumulative percent passing the 3/4 in. sieve: 86 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 66 %
Cumulative percent passing the #8 sieve: 58 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2019