Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994615 DEA: 112N1644 EFIS: 1122000151
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R3.7/R48.0
Work Description: MICROSURFACING, COLD PLANE, RHMA, PAVEMENT MARKING, & CENSUS SYSTEMS.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF MOUNTAIN SPRINGS ROAD UNDERCROSSING TO 0.2 MILE EAST OF ROUTE 7/8 SEPARATION
Contractor Name: CALMEX ENGINEERING INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-10-10-37
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2023
The quantity of what the sample constitutes: 16 boxes 8 bags
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 9801-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API
DIME Test ID: 2023-10-10-37-1
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: 10/30/2023
Date Tested: 10/20/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
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
|
4031.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5649.8 g
|
Mass of HMA Sample prior to ignition
|
1618.7 g
|
Corrected Asphalt Binder Content
|
7.56 %
|
Mass Loss
|
123.6 g
|
Mass of aggregate remaining after ignition
|
1495.1 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.08 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
no data0 %
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-10-10-37-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/30/2023
Date Tested: 10/24/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water 1
|
7477.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
1500.5 grams
|
Mass of container filled with the sample and water for Sample 1
|
8362.7 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.44
|
Theoretical maximum density at 25°C (77°F)
|
151.9 lb/ft^3
|
DIME Test ID: 2023-10-10-37-3
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: 10/30/2023
Date Tested: 10/18/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.281
|
Bulk Specific Gravity 2
|
2.281
|
Bulk Specific Gravity 3
|
2.281
|
Average Bulk Specific Gravity
|
2.281
|
DIME Test ID: 2023-10-10-37-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/30/2023
Date Tested: 10/18/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: IMP 5.0
+/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
6.5 %
|
Percent Air Voids 2
|
6.5 %
|
Percent Air Voids 3
|
6.5 %
|
Average Percent Air Voids
|
6.5 %
|
DIME Test ID: 2023-10-10-37-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/30/2023
Date Tested: 10/20/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
128 psi
|
Average Wet Tensile Strength
|
71 psi
|
Tensile Strength Ratio
|
0.55
|
DIME Test ID: 2023-10-10-37-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/30/2023
Date Tested: 10/24/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature
|
131 F
|
Binder High PG Grade
|
no data
|
Binder Content TWM
|
no data
|
Air Void Content
|
no data
|
Aggregate Gradation
|
no data
|
Type and Amount of Anti-Stripping Additive
|
N/A
|
Stripping Inflection Point (Wheel A)
|
>20000
|
Stripping Inflection Point (Wheel B)
|
>20000
|
Maximum impression at 5000 passes (left wheel)
|
0.96 mm
|
Maximum impression at 5000 passes (right wheel)
|
0.81 mm
|
Average impression at 5000 passes (left/right avg)
|
0.89 mm
|
Maximum impression at 10000 passes (left wheel)
|
1.2 mm
|
Maximum impression at 10000 passes (right wheel)
|
1.01 mm
|
Average impression at 10000 passes (left/right avg)
|
1.11 mm
|
Maximum impression at 15000 passes (left wheel)
|
1.41 mm
|
Maximum impression at 15000 passes (right wheel)
|
1.26 mm
|
Average impression at 15000 passes (left/right avg)
|
1.34 mm
|
Maximum impression at 20000 passes (left wheel)
|
1.65 mm
|
Maximum impression at 20000 passes (right wheel)
|
1.39 mm
|
Average impression at 20000 passes (left/right avg)
|
1.52 mm
|
Average impression at 25000 passes (left/right avg)
|
no data
|