Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993432 DEA: 11423804 EFIS: 1116000061
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94,125-R9.8/R10.6,12.9/22.3
Work Description: CONSTRUCT INDIVIDUAL SLAB, HMA, RHMA, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY ON ROUTE 94 FROM E94/N125 SEPARATION IN LEMON GROVE TO 0.1 MILE EAST OF SPRING STREET UNDERCROSSING IN LA MESA AND ON ROUTE 125 FROM 0.6 MILE SOUTH OF SPRING STREET UNDERCROSSING NEAR LA MESA TO MISSION GORGE ROAD IN SANTEE
Contractor Name: Griffith Company
Contractor Address: 10660 Scrips Ranch Blvd,Ste.100, San Diego, CA, 92131
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown
DIME Sample ID: 2024-06-12-59
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: 06/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: HMA
From where was the sample collected: Source
Laboratory sample identification: 0732-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-06-12-59-1
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: 06/26/2024
Date Tested: 06/26/2024
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: Retested to verify failure
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
|
3961.3 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5522.7 g
|
Mass of HMA Sample prior to ignition
|
1561.4 g
|
Corrected Asphalt Binder Content
|
5.78 %
|
Mass Loss
|
95.5 g
|
Mass of aggregate remaining after ignition
|
1465.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.34 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
no data0 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-06-12-59-2
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: 06/26/2024
Date Tested: 06/24/2024
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
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
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
|
7477.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
1528.1 grams
|
Mass of container filled with the sample and water for Sample 1
|
8381.5 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.45
|
Theoretical maximum density at 25°C (77°F)
|
152.5 lb/ft^3
|
DIME Test ID: 2024-06-12-59-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/26/2024
Date Tested: 06/24/2024
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: Fails 3/8", #8 and 200 screens
Test Result Compliance: does not comply
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
96 %
|
Cumulative percent passing the 3/8 in. sieve
|
88 %
|
Cumulative percent passing the #4 sieve
|
68 %
|
Cumulative percent passing the #8 sieve
|
54 %
|
Cumulative percent passing the #16 sieve
|
39 %
|
Cumulative percent passing the #30 sieve
|
25 %
|
Cumulative percent passing the #50 sieve
|
11 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
0.9 %
|