Summary for Test 2023-07-07-33-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date07/07/2023 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 testing07/07/2023
Sample typeQuality Assurance A brief description of the sampleClass 3 AB
The quantity of what the sample constitutes13000 sqft From where was the sample collectedJob Site
First name of sampler or witnessed byDominic Last name of sampler or witnessed byMontemayor
Title of sampler Telephone number of sampler
Laboratory sample identification23-0984 Linked DIME Sample ID
The fabricator/manufacturer/facility namen/a 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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-07-07-33
DIME Test ID: 2023-07-07-33-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-07-14

Test Results

Is oversize material: Yes
Input Type: Measured
Tester's full name: Dominic Montemayo
Date of test: 07/07/2023
In-place wet density: 2.21
Percentage passing 3/4 in. sieve: 89 %
Percentage retained on 3/4 in. sieve: 11 %
Specific gravity of material passing 3/4 in. sieve: 2.3
Specific gravity of material retained on 3/4 in. sieve: 2.54 %
% Moisture: 5.7 %
Optimum Moisture: 7.7 %
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.32
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2023