Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993529 DEA: 11430514 EFIS: 1119000008
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao
DIME Sample ID: 2024-03-05-25
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: 03/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 6636-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM Lake Elsinor
DIME Test ID: 2024-03-05-25-1
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: 03/15/2024
Date Tested: 03/06/2024
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: Complies Target 5.0% -.3 % to +.5% Tested 4.88%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3969.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6007.6 g
|
Mass of HMA Sample prior to ignition
|
2038.5 g
|
Corrected Asphalt Binder Content
|
4.88 %
|
Mass Loss
|
112.4 g
|
Mass of aggregate remaining after ignition
|
1926.1 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.63 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-03-05-25-2
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: 03/15/2024
Date Tested: 03/07/2024
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: Complies Target 2.451 +/- .02 Tested 2.470
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
|
2539.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8988.6 grams
|
Temperature of Water
|
0 °F
|
Specific Gravity for Sample 1
|
2.470
|
Theoretical maximum density at 25°C (77°F)
|
153.7 lb/ft^3
|
DIME Test ID: 2024-03-05-25-3
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: 03/15/2024
Date Tested: 03/07/2024
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: FAILED Height requirement of 115.0 MM +/- 5.0 All 3 Voids under 110.0 MM
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity
|
0.000
|
Bulk Specific Gravity 2
|
0.000
|
Bulk Specific Gravity 3
|
0.000
|
Average Bulk Specific Gravity
|
0
|
DIME Test ID: 2024-03-05-25-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/15/2024
Date Tested: 03/08/2024
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: FAILED HEIGHT Requirement of 115.0 MM +/- .5 MM. Void Pucks tested under 110.0 MM
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids
|
100.0 %
|
Percent Air Voids 2
|
100.0 %
|
Percent Air Voids 3
|
100.0 %
|
Percent Air Voids Average
|
100.0 %
|
DIME Test ID: 2024-03-05-25-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/15/2024
Date Tested: 03/14/2024
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: Complies WET>70 Dry>100 Tested WET-118 Dry- 136
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
136 psi
|
Average Wet Tensile Strength
|
118 psi
|
Tensile Strength Ratio
|
0.87
|
DIME Test ID: 2024-03-05-25-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/15/2024
Date Tested: 03/12/2024
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: Complies Target < 12.00 mm Tested 4.26 mm
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature
|
113 F
|
Type and Amount of Anti-Stripping Additive
|
N/A
|
Stripping Inflection Point (Wheel A)
|
>10000
|
Stripping Inflection Point (Wheel B)
|
>10000
|
Maximum impression at 5000 passes (left wheel)
|
3.75 mm
|
Maximum impression at 5000 passes (right wheel)
|
3.36 mm
|
Average impression at 5000 passes (left/right avg)
|
3.55 mm
|
Maximum impression at 10000 passes (left wheel)
|
4.37 mm
|
Maximum impression at 10000 passes (right wheel)
|
4.14 mm
|
Average impression at 10000 passes (left/right avg)
|
4.26 mm
|
Average impression at 15000 passes (left/right avg)
|
no data
|
Average impression at 20000 passes (left/right avg)
|
no data
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2024-03-05-25-7
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: 03/15/2024
Date Tested: 03/08/2024
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: 3 RAP Burns R1=10.84% R2=10.16% R3=10.39%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
4016.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5663.0 g
|
Mass of HMA Sample prior to ignition
|
1646.6 g
|
Corrected Asphalt Binder Content
|
10.39 %
|
Mass Loss
|
171.0 g
|
Mass of aggregate remaining after ignition
|
1475.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|