Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214634 DEA: 051M2404 EFIS: 0519000085
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-21.8/22.0
Work Description: Goleta Cross Slope Correction
Location Description:
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Kevin Murdock Structure Rep.: Unknown
DIME Sample ID: 2020-01-30-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2020
The quantity of what the sample constitutes: Verification Testing
A brief description of the sample: 12 x 20 lbs boxes
From where was the sample collected: Manufacturer
Laboratory sample identification: D5 20-J-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey
DIME Test ID: 2020-01-30-17-1
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: 02/12/2020
Date Tested: 02/11/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
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
|
7403.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2901.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
9089.0 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.386
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-01-30-17-2
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: 02/12/2020
Date Tested: 02/12/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.265
|
Bulk Specific Gravity 2
|
2.266
|
Bulk Specific Gravity 3
|
2.267
|
Average Bulk Specific Gravity
|
2.266
|
DIME Test ID: 2020-01-30-17-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/12/2020
Date Tested: 02/12/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
5.1 %
|
Percent Air Voids 2
|
5.0 %
|
Percent Air Voids 3
|
5.0 %
|
Percent Air Voids Average
|
5.0 %
|
DIME Test ID: 2020-01-30-17-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/14/2020
Date Tested: 02/14/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
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)
|
15000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
1.9 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
1.57 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|
DIME Test ID: 2020-01-30-17-5
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: 02/18/2020
Date Tested: 02/18/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
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
|
2276.5 g
|
Corrected Asphalt Binder Content
|
5.27 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
2133.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.01 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
899.6 F
|
DIME Test ID: 2020-01-30-17-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/20/2020
Date Tested: 02/18/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
228 psi
|
Average Wet Tensile Strength
|
197 psi
|
Tensile Strength Ratio
|
86.4
|