Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994903 DEA: 11430244 EFIS: 1118000033
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD,-125-9.3/13.0
Work Description: PLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK.
Location Description: SAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR LLC
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown
DIME Sample ID: 2024-03-13-12
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: 03/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 1 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 0108-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2024-03-13-12-1
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: 03/25/2024
Date Tested: 03/25/2024
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 3.90% -.3 to +.5 Tested 4.32%
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
|
4014.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
8082.8 g
|
Mass of HMA Sample prior to ignition
|
4068.8 g
|
Corrected Asphalt Binder Content
|
4.32 %
|
Mass Loss
|
185.9 g
|
Mass of aggregate remaining after ignition
|
3882.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.25 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-03-13-12-2
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: 03/25/2024
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 Target 2.552 +/-.02 Tested 2.540
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
|
Specific Gravity for Sample 1
|
2.540
|
Theoretical maximum density at 25°C (77°F)
|
2.5 lb/ft^3
|
DIME Test ID: 2024-03-13-12-3
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: 03/25/2024
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 Target 5.0% +/-1.5%
V1-4.8% V2-4.7% V3-5.0%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.418
|
Bulk Specific Gravity 2
|
2.420
|
Bulk Specific Gravity 3
|
2.413
|
Average Bulk Specific Gravity
|
2.417
|
DIME Test ID: 2024-03-13-12-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/25/2024
Date Tested: 03/20/2024
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% +/- 1.5% Average 4.8%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.8 %
|
Percent Air Voids 2
|
4.7 %
|
Percent Air Voids 3
|
5.0 %
|
Percent Air Voids Average
|
4.8 %
|
DIME Test ID: 2024-03-13-12-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/25/2024
Date Tested: 03/21/2024
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
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
204 psi
|
Average Wet Tensile Strength
|
151 psi
|
Tensile Strength Ratio
|
0.74
|
DIME Test ID: 2024-03-13-12-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/25/2024
Date Tested: 03/20/2024
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 < 12.7 mm
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature
|
77 F
|
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)
|
2.44 mm
|
Maximum impression at 5000 passes (right wheel)
|
2.49 mm
|
Average impression at 5000 passes (left/right avg)
|
2.46 mm
|
Maximum impression at 10000 passes (left wheel)
|
2.99 mm
|
Maximum impression at 10000 passes (right wheel)
|
3.26 mm
|
Average impression at 10000 passes (left/right avg)
|
3.13 mm
|
Maximum impression at 15000 passes (left wheel)
|
3.55 mm
|
Maximum impression at 15000 passes (right wheel)
|
4.41 mm
|
Average impression at 15000 passes (left/right avg)
|
3.98 mm
|
Maximum impression at 20000 passes (left wheel)
|
3.85 mm
|
Maximum impression at 20000 passes (right wheel)
|
5.6 mm
|
Average impression at 20000 passes (left/right avg)
|
4.72 mm
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2024-03-13-12-7
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: 03/25/2024
Date Tested: 03/20/2024
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 3 RAP Burns R1-8.19 R2-7.69 R3-8.87
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
|
4007.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5660.6 g
|
Mass of HMA Sample prior to ignition
|
1653.2 g
|
Corrected Asphalt Binder Content
|
8.19 %
|
Mass Loss
|
135.4 g
|
Mass of aggregate remaining after ignition
|
1517.8 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|