Summary for Test 2023-07-25-75-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994936
DEA: 051P1604
EFIS: 0521000179
DIST-CO-RTE-PM05---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/28/2023)

Sample Information

Sample Taken Date07/25/2023 Sample Unique Key75
Date that the sample was received by the laboratory/organization performing the testing08/14/2023 Sample typeDispute Resolution
A brief description of the sample3/4" Aggregate The quantity of what the sample constitutes2 bags
From where was the sample collectedSource First name of sampler or witnessed byIsaac
Last name of sampler or witnessed byLarey-Chezem Title of samplerTET
Telephone number of sampler Laboratory sample identification23-DISPUTE-0154
Linked DIME Sample ID The fabricator/manufacturer/facility nameSPM-Templeton
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)91-10-0006
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sampleTEM39AC34GGLM
The plant number A detailed description of where the material sample was collectedHMA Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-07-25-75
DIME Test ID: 2023-07-25-75-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-16

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Bang Nguyen
Date of test: 08/16/2023
Individual Mass RetainedCumulative Percent Passing
5346.8 grams
grams %
0.0 grams100 %
0.0 grams100 %
44.5 grams99 %
865.6 grams83 %
1087.4 grams63 %
1678.5 grams31 %
423.7 grams
187.3 grams17 %
93.5 grams10 %
48.6 grams7 %
28.6 grams5 %
15.9 grams4 %
14.1 grams2.6 %
2.1 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/16/2023 ✔