Summary for Test 2024-10-07-95-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993318
DEA: 11423704
EFIS: 1116000059
DIST-CO-RTE-PM11-SD-8-R31.8/R41.7
Award Date04/01/2022
Closeout Date04/08/2025
Work DescriptionPLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location DescriptionSAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
QA Service Level1 (Verified on 10/27/2021)

Sample Information

Sample Taken Date10/07/2024 Sample Unique Key95
Date that the sample was received by the laboratory/organization performing the testing11/12/2024 Sample typeQuality Assurance
A brief description of the sampleField Sample The quantity of what the sample constitutes1 bag
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of sampler
Telephone number of sampler Laboratory sample identification65116-A
Linked DIME Sample ID2024-10-07-94 The fabricator/manufacturer/facility nameMartin Marietta
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)Not Provided
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number23417005SR MM

Test Details

DIME Sample ID: 2024-10-07-95
DIME Test ID: 2024-10-07-95-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-11-26

Test Results


What type of gradation is being tested?: Combined Gradation
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: Measured
Tester's full name: Mohammad Abbassi
Date of test: 11/18/2024
Cumulative Mass RetainedCumulative Percent Passing
6328.0 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
231.0 grams96 %
1288.0 grams80 %
2433.0 grams62 %
3701.0 grams42 %
612 grams
133.6 grams33 %
311.3 grams21 %
424.8 grams13 %
519.3 grams6 %
551.5 grams4 %
567.4 grams3.1 %
579.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/26/2024 ✔