Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001686 DEA: 11430264 EFIS: 1118000083
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94,188-15.2/65.3,0.0/1.9
Work Description: DRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET.
Location Description: SAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94.
Contractor Name: LB Civil Construction
Contractor Address: 324 East Valley Parkway, Escondido, CA 92025
Resident Engineer: Daniel Assefa Structure Rep.: Unknown
DIME Sample ID: 2026-08-31-35
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Daily Production
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM Lakeside
DIME Test ID: 2026-08-31-35-1
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: 09/24/2026
Date Tested: 09/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
10199 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
4088.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
12683.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.549
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|
Theoretical maximum density at 25°C (77°F)
|
2541.6 kg/m^3
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DIME Test ID: 2026-08-31-35-2
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: 09/14/2026
Date Tested: 09/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies 3.88%, min required is 3.85%.
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
3924.5 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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7967.5 g
|
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Mass of HMA Sample prior to ignition
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4043 g
|
|
Corrected Asphalt Binder Content
|
3.88 %
|
|
Mass Loss
|
167.4 g
|
|
Mass of aggregate remaining after ignition
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3875.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.26 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-08-31-35-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/14/2026
Date Tested: 09/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Failing 1", 3/4", 3/8", #4. and #8 screens
Test Result Compliance: does not comply
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
1.2 %
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|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-2.6 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-2.4 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-1.5 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.6 %
|
|
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
|
81 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
70 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
53 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
40 %
|
|
Cumulative percent passing the #4 sieve
|
30 %
|
|
Cumulative percent passing the #8 sieve
|
23 %
|
|
Cumulative percent passing the #16 sieve
|
15 %
|
|
Cumulative percent passing the #30 sieve
|
10 %
|
|
Cumulative percent passing the #50 sieve
|
7 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
3.1 %
|
DIME Test ID: 2026-08-31-35-5
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/07/2026
Date Tested: 10/02/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Retest, does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-2.6 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-2.4 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-1.5 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.6 %
|
|
Cumulative percent passing the 2 in. sieve
|
101 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
98 %
|
|
Cumulative percent passing the 1 in. sieve
|
64 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
46 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
37 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
26 %
|
|
Cumulative percent passing the #4 sieve
|
19 %
|
|
Cumulative percent passing the #8 sieve
|
15 %
|
|
Cumulative percent passing the #16 sieve
|
11 %
|
|
Cumulative percent passing the #30 sieve
|
7 %
|
|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
2.5 %
|
DIME Test ID: 2026-08-31-35-6
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 09/28/2026
Date Tested: 09/25/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
2
|
|
Core ID
|
1
|
|
Dry Weight
|
3911.3 grams
|
|
Parrafin Coated Weight
|
3951.4 grams
|
|
Coated Weight in Water
|
2291.7 grams
|
|
Theoretical Maximum Density
|
2.549
|
|
Core 2 ID
|
2
|
|
Dry Weight 2
|
3884.9 grams
|
|
Parrafin Coated Weight 2
|
3924.7 grams
|
|
Coated Weight in Water 2
|
2268.4 grams
|
