Summary for Test 2023-11-28-38-4

Test performed: AASHTO T27-14

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 Date11/28/2023 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing11/28/2023 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 bySebastian
Last name of sampler or witnessed byAdams 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 1714 SL
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 number750216A6 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-28-38
DIME Test ID: 2023-11-28-38-4
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-12-05

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 12/05/2023
Cumulative Percent Passing
100 %
98 %
78 %
57 %
37 %
21 %
9 %
4.6 %
General comments (publicly viewable) (Max 1000 characters): Con Sand

Test was verified on 12/5/2023 ✔