Sample Record for 2022-06-24-59
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215212 DEA: 081F1434 EFIS: 0815000233
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-38.2/51.5
Work Description: INDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT.
Location Description: RIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Ali Chinichian Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-06-24-59
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2022
The quantity of what the sample constitutes: 1 Bag of Combined Aggregate
A brief description of the sample: 1/2" RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Corona
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0005
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: 106836
A detailed description of where the material sample was collected: Belt Cut at All American Corona Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2022-06-24-59-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/26/2022
Date Tested: 06/25/2022
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
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
|
93 %
|
Cumulative percent passing the 3/8 in. sieve
|
80 %
|
Cumulative percent passing the #4 sieve
|
35 %
|
Cumulative percent passing the #8 sieve
|
17 %
|
Cumulative percent passing the #16 sieve
|
12 %
|
Cumulative percent passing the #30 sieve
|
9 %
|
Cumulative percent passing the #50 sieve
|
7 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
3.9 %
|
Test 2 of 2
DIME Test ID: 2022-06-24-59-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 09/26/2022
Date Tested: 06/25/2022
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: