Summary for Test 2023-04-17-76-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993805
DEA: 070W1404
EFIS: 0721000062
DIST-CO-RTE-PM07-VEN-1-4.4/9.7
Award Date06/24/2022
Closeout Date03/13/2025
Work DescriptionCOLD PLACE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionVENTURA COUNTY FROM BIG SYCAMORE MAINTENANCE STATION AND PARK TO 0.2 MILE SOUTH OF GALLEGUAS GREEK BRIDGE
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date04/17/2023 Sample Unique Key76
Date that the sample was received by the laboratory/organization performing the testing04/19/2023 Sample typeDepartment Acceptance
A brief description of the sample1/2 RHMA-G The quantity of what the sample constitutes1500 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byvictor
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler2137924794 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namevulcan saticoy
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)91-19-0020
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G The fabricator/manufacturer designation for the sampleMix 326122 SAT VLO
The plant numberVulcan Saticoy HMA A detailed description of where the material sample was collectedBelt Discharge
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number326122 SAT VLO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-17-76
DIME Test ID: 2023-04-17-76-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-13

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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: A.Truong
Date of test: 05/30/2023
Cumulative Mass RetainedCumulative Percent Passing
2612.0 grams
grams %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
124.0 grams95 %
442.0 grams83 %
1664.0 grams36 %
424 grams
176.0 grams21 %
224.0 grams17 %
285.0 grams12 %
337.0 grams7 %
381.0 grams4 %
404.0 grams1.7 %
404.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/13/2023 ✔