Summary for Test 2022-01-27-24-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date01/27/2022 Sample Unique Key24
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 testing01/27/2022
Sample typeQuality Control A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 Day From where was the sample collectedJob Site
First name of sampler or witnessed byPedro Last name of sampler or witnessed byHaro
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Ready Mix 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 or name of Pit)::PORT MCNEIL QUARRY(ORCA AGGREGATE)
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 collectedNo Information
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberD101C5RS Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2022-01-27-24
DIME Test ID: 2022-01-27-24-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-13

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 01/28/2022
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:98 %
Cumulative percent passing the #8 sieve:85 %
Cumulative percent passing the #16 sieve:69 %
Cumulative percent passing the #30 sieve:51 %
Cumulative percent passing the #50 sieve:25 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:4.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022