Summary for Test 2022-06-02-34-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Award Date01/16/2019
Closeout Date01/11/2024
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level1 (Verified on 10/11/2018)

Sample Information

Sample Taken Date06/02/2022 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/02/2022
Sample typeQuality Assurance A brief description of the sample3/4" HMA-A
The quantity of what the sample constitutes750 tons From where was the sample collectedJob Site
First name of sampler or witnessed byMathew Last name of sampler or witnessed bySpencer
Title of samplerTransportation Engineering Technician Telephone number of sampler8057790845
Laboratory sample identification220602-1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOHL Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number10
Sublot number7 HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2022-06-02-34
DIME Test ID: 2022-06-02-34-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-13

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?: No
Input Type: Calculated
Tester's full name: Mike Savage
Date of test: 06/02/2022
Cumulative Percent Passing
100 %
100 %
100 %
98.3 %
79.8 %
70.5 %
48.7 %
68.5 %
42 %
26 %
15.7 %
8.3 %
4.5 %
General comments (publicly viewable) (Max 1000 characters): Pass

Test was verified on 12/13/2024