Summary for Test 2023-11-30-35-3

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout Date05/29/2026
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date11/30/2023 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing12/04/2023 Sample typeQuality Assurance
A brief description of the sample1" x #4 Con Aggs & Con Sand The quantity of what the sample constitutes250 Yards
From where was the sample collectedSource First name of sampler or witnessed byDustin
Last name of sampler or witnessed byFox Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility name711 Materials Ridgecrest
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameDS 1500
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)00-00-0000
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 collectedBelt Cut at Batch Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number718216A Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-30-35
DIME Test ID: 2023-11-30-35-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-12-08

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 12/07/2023
Cleanness value (11/2 in. maximum aggregate mix): 86
General comments (publicly viewable) (Max 1000 characters): Con Agg 11-30-35

Test was verified on 12/8/2023 ✔