Summary for Test 2021-04-30-9-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215405
DEA: 032G1604
EFIS: 0320000235
DIST-CO-RTE-PM03-YOL-45-0.6/12.9
Award Date02/16/2021
Closeout Date06/30/2021
Work DescriptionCOLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location DescriptionYOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
QA Service Level1 (Verified on 01/18/2021)

Sample Information

Sample Taken Date04/30/2021 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing04/30/2021 Sample typeQuality Assurance
A brief description of the sample3/4 HMA The quantity of what the sample constitutes1 bag
From where was the sample collectedSource First name of sampler or witnessed bySam
Last name of sampler or witnessed byMosallem Title of samplerTET
Telephone number of sampler Laboratory sample identification21-HMA-0084
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Hallwood
Transportation Laboratory (TL) NumberC783769 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)na
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 collectedHallwood plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number2
Sublot number4 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-04-30-9
DIME Test ID: 2021-04-30-9-1
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: 2021-05-07

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?: No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 05/03/2021
Cumulative Mass RetainedCumulative Percent Passing
6240.1 grams
grams %
0.0 grams100 %
0.0 grams100 %
20.8 grams99.7 %
768.1 grams87.7 %
1941.7 grams68.9 %
3453.9 grams44.6 %
135.8 grams32.8 %
258.1 grams22.2 %
338.7 grams15.2 %
392.9 grams10.5 %
431.4 grams7.1 %
456.5 grams4.94 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2021 ✔