Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214059 DEA: 042K7504 EFIS: 0417000019
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-152-7.6/M10.2
Work Description: ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location Description: SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Gene Malonzo Structure Rep.: Unknown
DIME Sample ID: 2020-07-02-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2020
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: RAP Aggregate for HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company
RAP Source: Salinas RAP, Continuous
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-07-02-21-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/31/2020
Date Tested: 07/13/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
no data
|
Mass of container filled with water
|
7359.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
1573.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8323.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.583
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-07-02-21-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 07/31/2020
Date Tested: 07/13/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
Mass of HMA Sample prior to ignition
|
1528.7 g
|
Corrected Asphalt Binder Content
|
3.45 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1476.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
899.6 F
|
DIME Test ID: 2020-07-02-21-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/31/2020
Date Tested: 07/13/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
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
|
98.2 %
|
Cumulative percent passing the 3/8 in. sieve
|
92.5 %
|
Cumulative percent passing the #4 sieve
|
73.5 %
|
Cumulative percent passing the #8 sieve
|
56.5 %
|
Cumulative percent passing the #16 sieve
|
41.5 %
|
Cumulative percent passing the #30 sieve
|
29.2 %
|
Cumulative percent passing the #50 sieve
|
19.4 %
|
Cumulative percent passing the #100 sieve
|
12.4 %
|
Cumulative percent passing the #200 sieve
|
8.6 %
|