Summary for Test 2024-05-31-47-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994574
DEA: 050C7334
EFIS: 0518000116
DIST-CO-RTE-PM05-SCR-1-10.5/13.4
Award Date06/29/2023
Closeout DateNot set
Work DescriptionCONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/13/2023)

Sample Information

Sample Taken Date05/31/2024 Sample Unique Key47
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 testing06/03/2024
Sample typeQuality Control A brief description of the sample1x4 Aggregates
The quantity of what the sample constitutes 2 bags From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byHiner
Title of sampler Telephone number of sampler
Laboratory sample identification275366 Linked DIME Sample ID
The fabricator/manufacturer/facility nameLas Animas Concrete 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 Aromas
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 collectedStockpile at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-31-47
DIME Test ID: 2024-05-31-47-1
Testing Lab: Construction Testing Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-06-27

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: Michael Mahurin
Date of test: 06/03/2024
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 95 %
Cumulative percent passing the 1/2 in. sieve: 42 %
Cumulative percent passing the 3/8 in. sieve: 16 %
Cumulative percent passing the #4 sieve: 6 %
Cumulative percent passing the #8 sieve: 3.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2024