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
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes 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
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