Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213718 DEA: 071XJ704 EFIS: 0719000092
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-1-4.75/5.25, 4.75-5.25
Work Description: Repair eroded support slopes, shoulders and utilities and install RSP to prevent erosion from high surf
Location Description:
Contractor Name: Summer Construction, Inc.
Contractor Address: 15245 TELEGRAPH RD, SANTA PAULA, CA 93060
Resident Engineer: ALFRED IRA Structure Rep.: Unknown
DIME Sample ID: 2019-01-11-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2019
The quantity of what the sample constitutes: unknown
A brief description of the sample: HMA-A 3/4" R15 PG64-16/10 (0.5% LAS)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan saticoy
DIME Test ID: 2019-01-11-8-1
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: 01/31/2019
Date Tested: 01/17/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
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
|
7364.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2547.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8892.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.501
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-01-11-8-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/31/2019
Date Tested: 01/18/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
2.8 %
|
Percent Air Voids 2
|
2.6
|
Percent Air Voids 3
|
2.6
|
Percent Air Voids Average
|
2.7
|
DIME Test ID: 2019-01-11-8-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/31/2019
Date Tested: 01/23/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
246 psi
|
Average Wet Tensile Strength
|
231 psi
|
Tensile Strength Ratio
|
94
|
DIME Test ID: 2019-01-11-8-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/31/2019
Date Tested: 01/24/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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)
|
2.39 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
1.81 mm
|
Stripping Inflection Point (Wheel A)
|
>10000
|
Stripping Inflection Point (Wheel B)
|
>10000
|
DIME Test ID: 2019-01-11-8-8
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: 01/31/2019
Date Tested: 01/18/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.432
|
Bulk Specific Gravity 2
|
2.436
|
Bulk Specific Gravity 3
|
2.435
|
Average Bulk Specific Gravity
|
2.434
|
DIME Test ID: 2019-01-11-8-9
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: 01/31/2019
Date Tested: 01/17/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: CF (binder correction and temperature compensation)
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method B
|
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
|
2088.7 g
|
Corrected Asphalt Binder Content
|
5.01 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1977.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.33 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
538 F
|