Summary for Test 2024-10-29-1-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994781
DEA: 07322704
EFIS: 0716000067
DIST-CO-RTE-PM07-VEN-1-1.3/26.6
Award Date01/31/2023
Closeout DateNot set
Work DescriptionCONSTRUCT PERVIOUS CONCRETE PAVEMENT
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date10/29/2024 Sample Unique Key1
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 testing10/29/2024
Sample typeAcceptance A brief description of the sample3/8" X #8
The quantity of what the sample constitutes60 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identificationKH102B Linked DIME Sample ID
The fabricator/manufacturer/facility nameAssociated Ready Mix - Oxnard Transportation Laboratory (TL) NumberC102924A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0054
The fabricator's/manufacturer's product name for the sample3/8 Pervious Concrete The fabricator/manufacturer designation for the sample
The plant numberAssociated RM Oxnard A detailed description of where the material sample was collectedStockpile @ Yard
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number86305S30 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-10-29-1
DIME Test ID: 2024-10-29-1-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-11-20

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: Measured
Tester's full name: Kevin Hopkins
Date of test: 10/29/2024
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1150 grams
0.0 grams100 %
147.0 grams87 %
1056.0 grams8 %
1129.0 grams2 %
1149.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/20/2024