Summary for Test 2021-04-19-40-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215179
DEA: 010F4704
EFIS: 0116000011
DIST-CO-RTE-PM01-HUM-299-30.7/37.7
Award Date11/19/2020
Closeout Date11/27/2023
Work DescriptionPLACE HMA & RHMA-G & CONSTRUCT SOLDIER PILE WALL.
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 1.1 MILES WEST OF ROUTE 96 JUNCTION
QA Service Level1 (Verified on 09/15/2020)

Sample Information

Sample Taken Date04/19/2021 Sample Unique Key40
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 testing06/08/2021
Sample typeDispute Resolution A brief description of the sample3/4" HMA PG64-16 NO RAP
The quantity of what the sample constitutes2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Telephone number of sampler
Laboratory sample identification21-JMFDP-0110 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser - Willow Creek Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-12-0007
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-04-19-40
DIME Test ID: 2021-04-19-40-1
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: 2021-06-18

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: 06/15/2021
Cumulative Mass RetainedCumulative Percent Passing
5202.1 grams
0.0 grams100 %
0.0 grams100 %
127.1 grams97.6 %
1487.1 grams71.4 %
2192.4 grams57.9 %
2905.6 grams44.1 %
336.8 grams26.8 %
559.0 grams15.4 %
691.1 grams8.6 %
763.3 grams4.9 %
797.8 grams3.1 %
822.2 grams1.84 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2021