Summary for Test 2024-06-13-22-1

Test performed: AASHTO T11-5

Project Information

Project IdentifiersProject ID: 995240
DEA: 060X3804
EFIS: 0618000060
DIST-CO-RTE-PM06-KER-166-0.0/10.2
Award Date02/28/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location DescriptionKERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
QA Service Level1 (Verified on 04/02/2024)

Sample Information

Sample Taken Date06/13/2024 Sample Unique Key22
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 testing06/13/2024
Sample typeAcceptance A brief description of the sample19mm HMA A w 15percent rap
The quantity of what the sample constitutes2 Bags Coldfeed Agg., 1 Bags Rap From where was the sample collectedSource
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 collectedcoldfeed
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 number7 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-13-22
DIME Test ID: 2024-06-13-22-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Test Release Date: 2024-06-13

Test Results


Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/13/2024
Which test procedure is being used: Method A
Mass of test sample (before test): 312.7 grams
Mass of test sample (after test): 285.8 grams
Percent of sample passing the #200 sieve (by mass): 8.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/13/2024