Summary for Test 2022-11-21-30-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214438
DEA: 080G6914
EFIS: 0815000184
DIST-CO-RTE-PM08---
Award DateNot set
Closeout DateNot set
Work DescriptionRELINE OR REPLACE CULVERTS
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR SAN BERNARDINO FROM 48TH STREET TO ROUTE 18/138 SEPARATION
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date11/21/2022 Sample Unique Key30
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 testing12/01/2022
Sample typeVerification A brief description of the sample3/4" HMA-A-SP R12 0.75%LAS
The quantity of what the sample constitutes2 Bags of Combined Aggregate From where was the sample collectedJob Site
First name of sampler or witnessed byMatich QC Last name of sampler or witnessed byMatich QC
Title of sampler Telephone number of sampler
Laboratory sample identification0762A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMatich Lytle Creek 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)91-36-0040
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R12 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at Matich Lytle Creek Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberLHP-62D Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-11-21-30
DIME Test ID: 2022-11-21-30-5
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: 2023-01-18

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid. A
Date of test: 12/03/2022
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.3
Sand Level (Test 2): 4
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 75
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/18/2023