Summary for Test 2019-03-05-15-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/05/2019 Sample Unique Key15
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 testing04/05/2019
Sample typeAggregate Prequalification Program A brief description of the sample1/2" x No.4 Crushed Granite
The quantity of what the sample constitutesAnnual production From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byGreg Wilkinson
Title of samplerLab Manager Telephone number of sampler(831) 359-4935
Laboratory sample identification19-APPC-0086 Linked DIME Sample ID2019-03-05-10
The fabricator/manufacturer/facility nameAR Wilson Quarry 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)91-35-0012::A.R. WILSON QUARRY
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedProduction conveyor belt after wash
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-05-15
DIME Test ID: 2019-03-05-15-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-05-22

Test Results


What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Phil Montes
Date of test: 05/07/2019
Individual mass retained on the 3/4 in. sieve: 0 grams
Individual mass retained on the 1/2 in. sieve: 111.4 grams
Individual mass retained on the 3/8 in. sieve: 768.7 grams
Individual mass retained on the #4 sieve: 1749.5 grams
Individual mass retained on the #8 sieve: 0 grams
Individual mass retained on the pan: 114.8 grams
Total mass of sample: 2744 grams
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/22/2019