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: 2023-10-11-102
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: 10/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/13/2023
The quantity of what the sample constitutes: 4 boxes 4 bags
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 9815-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
DIME Test ID: 2023-10-11-102-1
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: 12/07/2023
Date Tested: 11/29/2023
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: Min Air Void Percent 5% +/- 1.5
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity
|
2.349
|
Bulk Specific Gravity 2
|
2.351
|
Bulk Specific Gravity 3
|
2.352
|
Average Bulk Specific Gravity
|
2.351
|
DIME Test ID: 2023-10-11-102-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/07/2023
Date Tested: 11/29/2023
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: MIN AIR VIOD PRCENTAGE 5% +/- 1.5
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids
|
2.6 %
|
Percent Air Voids 2
|
2.5 %
|
Percent Air Voids 3
|
2.5 %
|
Average Percent Air Voids
|
2.5 %
|
DIME Test ID: 2023-10-11-102-3
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: 12/07/2023
Date Tested: 11/29/2023
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: Target - 7.50%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3884.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5421.5 g
|
Mass of HMA Sample prior to ignition
|
1537.1 g
|
Corrected Asphalt Binder Content
|
8.05 %
|
Mass Loss
|
124.9 g
|
Mass of aggregate remaining after ignition
|
1412.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.08 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
no data0 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-10-11-102-4
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: 12/07/2023
Date Tested: 11/29/2023
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
|
1558.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8389.5 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.412
|
Theoretical maximum density at 25°C (77°F)
|
150.1 lb/ft^3
|