Summary for Test 2022-02-14-59-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214899
DEA: 033H4504
EFIS: 0318000001
DIST-CO-RTE-PM03-ED-50-33.8/34.2
Award Date07/29/2020
Closeout DateNot set
Work DescriptionCONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date02/14/2022 Sample Unique Key59
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 testing03/29/2022
Sample typeVerification A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutesBags of Aggregate From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byO'Halloran
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Grantline 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)91-34-0047
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 collectedHot Bins
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: 2022-02-14-59
DIME Test ID: 2022-02-14-59-1
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-06-06

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: Calculated
Tester's full name: Thomas Vang
Date of test: 03/30/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 5.5 %
General comments (publicly viewable) (Max 1000 characters): JMF22-007

Test was verified on 6/6/2022