Summary for Test 2019-07-23-9-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212363
DEA: 07333404
EFIS: 0716000306
DIST-CO-RTE-PM07---
Award Date06/26/2017
Closeout Date08/10/2020
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/10/2020)

Sample Information

Sample Taken Date07/23/2019 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing07/29/2019 Sample typeVerification
A brief description of the sample3/4 WMA-A-SP R15 The quantity of what the sample constitutesPSE 12 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byMd
Last name of sampler or witnessed byShahjahan Title of sampler
Telephone number of sampler Laboratory sample identification0444A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock Creek
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R15 The fabricator/manufacturer designation for the sample220826 SVA SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley 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: 2019-07-23-9
DIME Test ID: 2019-07-23-9-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-08-22

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 07/30/2019
Cumulative Percent Passing
%
100 %
100 %
100 %
88 %
71 %
54 %
45 %
37 %
30 %
22 %
14 %
8 %
4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019 ✔