Summary for Test 2023-04-17-12-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993386
DEA: 060R1904
EFIS: 0614000057
COOP: 061783
DIST-CO-RTE-PM06-KER-184,223-L0.0/L0.3,R15.7/R16.3
Award Date01/25/2022
Closeout Date04/08/2024
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS.
Location DescriptionKERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184
QA Service Level1 (Verified on 11/15/2021)

Sample Information

Sample Taken Date04/17/2023 Sample Unique Key12
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 testing04/17/2023
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA Type A PG 64-10
The quantity of what the sample constitutes10 boxes HMA type A , 4 bags of aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byPaul Last name of sampler or witnessed byKlinker
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston 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)91-15-0068
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 collectedBelt cut of Coarse and Fine Aggregate at Source
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number30 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-17-12
DIME Test ID: 2023-04-17-12-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-04-18

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?: Yes
Input Type: Calculated
Tester's full name: Neale Brown
Date of test: 04/17/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): 3/4" HMA Type A lime with 15% RAP PG 64-10

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0R1904_37039_230417_L1SL30_T27pdf116.33 KB04/18/20232023-04-17-12-1   Info

Test was verified on 4/18/2023