Summary for Test 2021-07-08-25-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215224
DEA: 080F5444
EFIS: 0818000209
COOP: 081714
DIST-CO-RTE-PM08-RIV-91-17.4/18.9
Award DateNot set
Closeout DateNot set
Work DescriptionOperational and safety improvements by constructing a portion of the Ultimate SR?91 CIP Project on WB SR?91 from Green River Road to SR?241 to alleviate traffic congestion in this area (ORA Post Mile R17.4 to R18.9, RIV Post Mile R0.0 to R0.6).
Location DescriptionThe 91 COP consists of the following project components: adding a general purpose (GP) lane approximately 2 miles in length in the WB direction on SR?91 from Green River Road to SR?241.
QA Service Level2 (Verified on 09/18/2020)

Sample Information

Sample Taken Date07/08/2021 Sample Unique Key25
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 testing07/15/2021
Sample typeVerification A brief description of the sampleJMF 3/8" HMA-A, R15
The quantity of what the sample constitutes4 Bags Of Coldfeed Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byR J Noble Company Orange Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0412A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameR J Noble Orange 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)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample3/8 HMA-A R15 The fabricator/manufacturer designation for the sample
The plant number44R1504SPO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-08-25
DIME Test ID: 2021-07-08-25-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2021-07-26

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 07/21/2021
Clay Level (Test 1): 4.5
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.6
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 75
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/26/2021