Summary for Test 2025-07-16-92-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000569
DEA: 051J8604
EFIS: 0518000081
DIST-CO-RTE-PM05-SLO-101-7.8/16.5
Award Date02/12/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA-G, DRAINAGE SYSTEMS AND BARRIERS.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR ARROYO GRANDE AND PISMO BEACH FROM LOS BERROS ROAD UNDERCROSSING TO PISMO CREEK BRIDGE
QA Service Level1 (Verified on 09/09/2024)

Sample Information

Sample Taken Date07/16/2025 Sample Unique Key92
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 testing07/16/2025
Sample typeQuality Assurance A brief description of the sampleClass 2AB
The quantity of what the sample constitutesTest Area 151'x15' From where was the sample collectedJob Site
First name of sampler or witnessed byReyli Last name of sampler or witnessed byAngeles
Title of samplerJET Telephone number of sampler8057212723
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Pacific Materials Templeton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedjobsite - compacted base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-16-92
DIME Test ID: 2025-07-16-92-2
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-08-05

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Reyli Angeles
Date of test: 07/16/2025
In-place wet density: 2.13
Highest adjust wet density: 2.17
% Moisture: 2.0 %
Optimum Moisture: 2.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): 95% Requirement. Oak Park North bound on ramp gore. CST-09. 100+03-100+54

Test was verified on 8/5/2025