Summary for Test 2022-05-11-52-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993235
DEA: 051H4504
EFIS: 0516000075
DIST-CO-RTE-PM05-SB-154-R31.8/R32.1
Award Date11/22/2021
Closeout DateNot set
Work DescriptionCONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/06/2021)

Sample Information

Sample Taken Date05/11/2022 Sample Unique Key52
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 testing05/12/2022
Sample typeQuality Control A brief description of the sample3/8" Aggregate Bin
The quantity of what the sample constitutes45cy From where was the sample collectedJob Site
First name of sampler or witnessed byPaul Last name of sampler or witnessed byPastora
Title of samplerQC Inspector Telephone number of sampler
Laboratory sample identification1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCEMEX Santa Barbara Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSW CIDH Pile at Abut 1

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035
The fabricator's/manufacturer's product name for the sampleS CT 4000 3/8 CIDH WET HR HS The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedConveyor belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number1610898 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-11-52
DIME Test ID: 2022-05-11-52-1
Testing Lab: RMA Group - Rancho Cucamonga
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-06-21

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: Calculated
Tester's full name: Jacob Bailey
Date of test: 05/12/2022
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 16 %
Cumulative percent passing the #8 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/21/2022