Sample Record for 2023-09-12-124
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994645 DEA: 041W8604 EFIS: 0421000102
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-35,280-L22.0/31.5,R19.0/R19.3
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HOT MIX ASPHALT.
Location Description: SAN MATEO COUNTY FROM 0.5 MILE NORTH OF LARKSPUR DRIVE UNDERCROSSING IN SAN BRUNO TO CITY AND COUNTY OF SAN FRANCISCO COUNTY LINE IN DALY CITY
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 4th Street, Berkeley, CA 94710
Resident Engineer: Marcus Washington Structure Rep.: unknown unknown
Sample Information
DIME Sample ID: 2023-09-12-124
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 09/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2023
The quantity of what the sample constitutes: 500 Tons
A brief description of the sample: 3/4 HMA + 25% RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction - Santa Clara
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91 39 0002
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: Plant Sampler
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 4
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2023-09-12-124-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/18/2023
Date Tested: 09/14/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
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
|
85 %
|
|
Cumulative percent passing the #4 sieve
|
57 %
|
|
Cumulative percent passing the #8 sieve
|
32 %
|
|
Cumulative percent passing the #16 sieve
|
22 %
|
|
Cumulative percent passing the #30 sieve
|
15 %
|
|
Cumulative percent passing the #50 sieve
|
10 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
3.2 %
|
