Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213884 DEA: 051F1004 EFIS: 0513000057 Permit Numbers: 0519NOP0704 0520NDP0091
QA Service Level: 1
DIST-CO-RTE-PM: 05---82.18/-1
Work Description: Re-align on and off-ramps at NB interchange. Signalize the intersection, revise pavement delineation and markings on Clark Avenue, minor pavement rehabilitation, guardrail replacement and widening at southbound off-ramp.Construct interchange improvements at US Highway 101 and Clark Avenue accordin
Location Description: US Highway 101, Orcutt unincorporated
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93160
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
DIME Sample ID: 2020-05-04-20
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: 05/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2020
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: Granite Buellton
DIME Test ID: 2020-05-04-20-1
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: 05/13/2020
Date Tested: 05/12/2020
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2039.9 g
|
Corrected Asphalt Binder Content
|
7.70 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.72 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
538 F
|
DIME Test ID: 2020-05-04-20-2
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: 05/13/2020
Date Tested: 05/11/2020
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:
Bulk Specific Gravity
|
2.217
|
Bulk Specific Gravity 2
|
2.218
|
Bulk Specific Gravity 3
|
2.218
|
Average Bulk Specific Gravity
|
2.218
|
DIME Test ID: 2020-05-04-20-3
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: 05/13/2020
Date Tested: 05/11/2020
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
|
Specific Gravity for Sample 1
|
2.327
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-05-04-20-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/13/2020
Date Tested: 05/11/2020
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: complies
Additional Comments When Verified:
Percent Air Voids
|
4.7 %
|
Percent Air Voids 2
|
4.7 %
|
Percent Air Voids 3
|
4.7 %
|
Percent Air Voids Average
|
4.7 %
|
DIME Test ID: 2020-05-04-20-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/13/2020
Date Tested: 05/12/2020
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: Inflection point is report only with CPD 19-8 CCO. 3.51 mm is average rut depth of both the left and right sides.
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)
|
3.51 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3.51 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|