Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2020-08-05-31
TL Number from the TL Form:
Sample Submitted By Organization: RJ Noble Company
Sample Organization Contact: (714) 235-7028
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 08/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2020
The quantity of what the sample constitutes: 3 Bags
A brief description of the sample: 3/4 HMA ASPW
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona
Source Identification (SMARA, name of Pit or Job Site): 91-33-0035::EAGLE VALLEY QUARRY
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 collected: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2020-08-05-31-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/23/2021
Date Tested: 07/20/2020
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test: Manufactured sand
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
Fine Aggregate
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
98 %
|
Cumulative percent passing the #8 sieve
|
68 %
|
Cumulative percent passing the #16 sieve
|
42 %
|
Cumulative percent passing the #30 sieve
|
31 %
|
Cumulative percent passing the #50 sieve
|
22 %
|
Cumulative percent passing the #100 sieve
|
14 %
|
Cumulative percent passing the #200 sieve
|
9.5 %
|