Summary for Test 2023-03-27-6-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214989
DEA: 050L7224
EFIS: 0515000098
DIST-CO-RTE-PM05-SLO-1-34.5
Award Date10/13/2021
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date03/27/2023 Sample Unique Key6
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 testing03/27/2023
Sample typeQuality Assurance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes2500 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed bySCOTT
Title of samplerTET Telephone number of sampler8052346493
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNegranti Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameOld Creek Bridge

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-40-0011
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 collected3 different locations @ abutment 4
Where the material sample would have been placed if not sampledAbutment 4 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-27-6
DIME Test ID: 2023-03-27-6-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-03-27

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: isaac larey-chezem
Date of test: 03/27/2023
In-place wet density: 2.42
Highest adjust wet density: 2.44
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2023