Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214731 DEA: 051M0004 EFIS: 0519000047
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown
DIME Sample ID: 2020-06-29-21
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: 06/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Boxes of RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Templeton
DIME Test ID: 2020-06-29-21-1
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: 07/02/2020
Date Tested: 07/01/2020
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:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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1591.4 g
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Corrected Asphalt Binder Content
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7.34 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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1460.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.88 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data
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Test Temperature
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1000 F
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DIME Test ID: 2020-06-29-21-2
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: 07/02/2020
Date Tested: 06/30/2020
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
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2.334
|
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Bulk Specific Gravity 2
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2.336
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Bulk Specific Gravity 3
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2.341
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Average Bulk Specific Gravity
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2.337
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DIME Test ID: 2020-06-29-21-3
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: 07/02/2020
Date Tested: 06/30/2020
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:
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Number of tests
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2
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What is the unit of measurement for theoretical density?
|
US Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.372
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Specific Gravity for Sample 2
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2.369
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Average Specific Gravity
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2.371
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2020-06-29-21-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/02/2020
Date Tested: 06/30/2020
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: does not comply
Additional Comments When Verified:
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Percent Air Voids
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1.6 %
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Percent Air Voids 2
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1.5 %
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Percent Air Voids 3
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1.3 %
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Average Percent Air Voids
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1.5 %
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DIME Test ID: 2020-06-29-21-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/02/2020
Date Tested: 07/01/2020
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: CPD 19-8 specifications for RHMA-G
Test Result Compliance: complies
Additional Comments When Verified:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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15000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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11.67 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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8.38 mm
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Stripping Inflection Point (Wheel A)
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10037
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Stripping Inflection Point (Wheel B)
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10063
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