Sample Record for 2023-10-13-60
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994763 DEA: 040Y2104 EFIS: 0422000253
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-23.0/26.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA.
Location Description: SAN MATEO COUNTY IN SOUTH SAN FRANCISCO AND BRISBANE FROM 0.2 MILE NORTH OF OYSTER POINT BOULEVARD OVERCROSSING TO SAN FRANCISCO COUNTY LINE
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 5225 Hellyer Ave, Suite 220, San Jose, CA 95138
Resident Engineer: Chetan Sihra Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-10-13-60
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: 10/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock Redwood
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-35-0012
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: 1/2 inch
The concrete mix design number:
Lot number: 1
Sublot number: 9
Aggregate Mix Number: D04 JMF 23 018
Test Results
Test 1 of 2
DIME Test ID: 2023-10-13-60-1
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: 12/22/2023
Date Tested: 10/16/2023
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:
Test 2 of 2
DIME Test ID: 2023-10-13-60-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/22/2023
Date Tested: 10/16/2023
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
|
99 %
|
Cumulative percent passing the 3/8 in. sieve
|
88 %
|
Cumulative percent passing the #4 sieve
|
40 %
|
Cumulative percent passing the #8 sieve
|
16 %
|
Cumulative percent passing the #16 sieve
|
10 %
|
Cumulative percent passing the #30 sieve
|
7 %
|
Cumulative percent passing the #50 sieve
|
5 %
|
Cumulative percent passing the #100 sieve
|
3 %
|
Cumulative percent passing the #200 sieve
|
2.1 %
|