Sample Record for 2022-08-30-41
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215364 DEA: 07333204 EFIS: 0716000301
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-.8/.8
Work Description: INSTALL SOLAR PV POWERED LIGHTING SYSTEM.
Location Description: IN KERN COUNTY NEAR LEBEC AT VARIOUS LOCATIONS FROM OFF-RAMP OF NORTHBOUND REST AREA TO 0.1 MILE NORTH OF OFF-RAMP OF SOUTHBOUND REST AREA.
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 11762 De Palma Road,Suite 1C, PMB 225, Corona, CA 92883
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
Sample Information
DIME Sample ID: 2022-08-30-41
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2022
The quantity of what the sample constitutes: 50 Tons
A brief description of the sample: 3/4" HMA-SP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sun Valley
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-19-0035
The fabricator's/manufacturer's product name for the sample: Fish Canyon - Irwindale
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Bin Vulcan Materials-Sun Valley 3
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 220831 SVA SJR
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2022-08-30-41-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/13/2022
Date Tested: 08/31/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
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
|
86 %
|
Cumulative percent passing the 3/8 in. sieve
|
65 %
|
Cumulative percent passing the #4 sieve
|
52 %
|
Cumulative percent passing the #8 sieve
|
36 %
|
Cumulative percent passing the #16 sieve
|
24 %
|
Cumulative percent passing the #30 sieve
|
16 %
|
Cumulative percent passing the #50 sieve
|
9 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
2.7 %
|
Test 2 of 2
DIME Test ID: 2022-08-30-41-2
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: 09/13/2022
Date Tested: 08/30/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: