Summary for Test 2019-11-12-14-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213292
DEA: 120Q6604
EFIS: 1217000084
DIST-CO-RTE-PM12-ORA-55-5.5/6.3
Award Date08/01/2019
Closeout Date01/18/2022
Work DescriptionREMOVE & REPLACE EXIST RDWY STRUCT SECT WITH PCC
Location DescriptionORANGE COUNTY IN COSTA MESA AND SANTA ANA AT ROUTE 55/405 SEPARATION
QA Service Level1 (Verified on 09/12/2019)

Sample Information

Sample Taken Date11/12/2019 Sample Unique Key14
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 testing11/14/2019
Sample typeVerification A brief description of the sample3/4 WMA-A-SP R25
The quantity of what the sample constitutesJMF 6 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Orange Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0684A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHanson Aggregates 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 sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample36R2508SPWEO
The plant numberUnknown 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 sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-11-12-14
DIME Test ID: 2019-11-12-14-6
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: 2020-05-07

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Sebastian Ferrer
Date of test: 11/25/2019
Clay Level (Test 1): 7.2
Sand Level (Test 1): 4.1
Clay Level (Test 2): 7.3
Sand Level (Test 2): 4
Clay Level (Test 3): 7.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 57
Sand Equivalent (Test 2): 55
Sand Equivalent (Test 3): 55
Sand Equivalent: 56
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020