Summary for Test 2019-07-08-8-6

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213690
DEA: 07312804
EFIS: 0715000069
DIST-CO-RTE-PM07-LA-14-R35.0/R53.5
Award Date01/11/2019
Closeout Date09/23/2021
Work DescriptionCONSTRUCT STORM WATER TREATMENT BMP AND DRAINAGE SYSTEM
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE SOUTH OF SOLEDAD CANYON ROAD UNDERCROSSING TO 0.3 MILE SOUTH OF MOUNTAIN SPRINGS ROAD OVERCROSSING
QA Service Level1 (Verified on 07/26/2019)

Sample Information

Sample Taken Date07/08/2019 Sample Unique Key8
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 testing07/08/2019
Sample typeAnnual Source Testing A brief description of the sample1.0" PCC Aggregate
The quantity of what the sample constitutes10 Bags From where was the sample collectedSource
First name of sampler or witnessed byStefan Last name of sampler or witnessed byReder
Title of samplerQC Manager Telephone number of sampler760-552-2393
Laboratory sample identification8636 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHi-Grade Littlerock Transportation Laboratory (TL) Number8636
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)91-19-0026::LITTLE ROCK 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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-08-8
DIME Test ID: 2019-07-08-8-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-07-25

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: Juan LeRoy
Date of test: 07/10/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 97 %
Cumulative percent passing the 3/4 in. sieve: 55 %
Cumulative percent passing the 1/2 in. sieve: 14 %
Cumulative percent passing the 3/8 in. sieve: 3 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/25/2019