Summary for Test 2022-09-23-40-5

Test performed: AASHTO T210-15

Project Information

Project IdentifiersProject ID: 214892
DEA: 06442554
EFIS: 0612000176
COOP: 061699
DIST-CO-RTE-PM06-KER-46-29.7/31.9
Award Date01/08/2021
Closeout DateNot set
Work DescriptionCONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location DescriptionKERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date09/23/2022 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 testing09/28/2022
Sample typeVerification A brief description of the sampleAggregate for 3/4 RHMA-G
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byP Last name of sampler or witnessed byKlinker
Title of samplerTET Telephone number of sampler
Laboratory sample identification22-JMF-0151 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari Transportation Laboratory (TL) NumberC0773843
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)91-15-0114
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: 2022-09-23-40
DIME Test ID: 2022-09-23-40-5
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Test Release Date: 2022-10-03

Test Results


Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 09/30/2022
Was strict temperature control maintained?: Yes
What type of water was used?: Deminerialized
Height of sediment column: 0.4 in
Clay reading: 5.3 in
Sand reading: 4.1 in
Durability Index (coarse): 87
Durability Index (fine): 78
General comments (publicly viewable) (Max 1000 characters): Please run Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.

Test was verified on 10/3/2022