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: 2020-07-22-43
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: Hot Mix Asphalt
Sample Taken Date: 07/22/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 22 boxes
A brief description of the sample: 1/2" HMA
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construciton Los Banos
DIME Test ID: 2020-07-22-43-1
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: 08/14/2020
Date Tested: 08/07/2020
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
|
1597.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8276.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.348
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-07-22-43-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 08/14/2020
Date Tested: 08/06/2020
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:
Bulk Specific Gravity
|
2.226
|
Bulk Specific Gravity 2
|
2.220
|
Bulk Specific Gravity 3
|
2.219
|
Average Bulk Specific Gravity
|
2.222
|
DIME Test ID: 2020-07-22-43-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/14/2020
Date Tested: 08/10/2020
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:
Percent Air Voids
|
5.2 %
|
Percent Air Voids 2
|
5.5 %
|
Percent Air Voids 3
|
5.5 %
|
Percent Air Voids Average
|
5.4 %
|
DIME Test ID: 2020-07-22-43-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/14/2020
Date Tested: 08/10/2020
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:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
20000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
20000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
6.76 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
4.09 mm
|
Stripping Inflection Point (Wheel A)
|
18888
|
Stripping Inflection Point (Wheel B)
|
20653
|
DIME Test ID: 2020-07-22-43-5
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: 08/14/2020
Date Tested: 08/05/2020
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
|
1534.0 g
|
Corrected Asphalt Binder Content
|
7.49 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1417.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.14 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000.4 F
|
DIME Test ID: 2020-07-22-43-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/14/2020
Date Tested: 08/06/2020
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:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
136 psi
|
Average Wet Tensile Strength
|
205 psi
|
Tensile Strength Ratio
|
0.66
|