Summary for Test 2022-05-25-87-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Award Date05/04/2020
Closeout DateNot set
Work DescriptionCONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
QA Service Level1 (Verified on 03/18/2020)

Sample Information

Sample Taken Date05/25/2022 Sample Unique Key87
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 testing05/25/2022
Sample typeQuality Control A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 Day From where was the sample collectedSupplier
First name of sampler or witnessed byErik Last name of sampler or witnessed byHaagensen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar 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, name of Pit or Job Site)Granite 2575
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 collectedBelt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberCT072CR5WA Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-25-87
DIME Test ID: 2022-05-25-87-1
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: 2022-07-05

Test Results


What size aggregate is being tested?: Fine 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: Todd Strait
Date of test: 05/26/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 87 %
Cumulative percent passing the #16 sieve: 74 %
Cumulative percent passing the #30 sieve: 50 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/5/2022