Summary for Test 2023-06-28-33-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date06/28/2023 Sample Unique Key33
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 testing06/28/2023
Sample typeQuality Assurance A brief description of the sampleClass 1 aggregate subbase
The quantity of what the sample constitutes1 days placement From where was the sample collectedJob Site
First name of sampler or witnessed byThomas Last name of sampler or witnessed byCromwell
Title of sampler Telephone number of sampler8057465506
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite On Site Crushing Plant 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)N/A
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 collectedOn Site Windrow
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-28-33
DIME Test ID: 2023-06-28-33-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-03

Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Mike Bennet
Date of test: 06/28/2023
Cumulative Mass RetainedCumulative Percent Passing
6442 grams
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
287 grams96 %
1727 grams73 %
2439 grams62 %
3575 grams45 %
516 grams
108 grams36 %
188 grams29 %
266 grams22 %
341 grams15 %
406 grams10 %
443 grams6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2023