Sample Record for 2023-07-19-51
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Project Information
Project ID: 993629 DEA: 112N0874 EFIS: 1119000220
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5,15,76,78-Var
Work Description: PPLY METHACRYLATE, PLACE POLYESTER CONCRETE OVERLAY Apply Methacrylate on bridge deck
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 16197 Krameria Ave, Riverside, CA 92504
Resident Engineer: Ali Demir Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-07-19-51
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: Aggregate
Sample Taken Date: 07/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2023
The quantity of what the sample constitutes: 8 boxes 3 bags
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
Material Information
Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 11
DIME Test ID: 2023-07-19-51-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
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
|
95 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
84 %
|
|
Cumulative percent passing the #4 sieve
|
57 %
|
|
Cumulative percent passing the #8 sieve
|
36 %
|
|
Cumulative percent passing the #16 sieve
|
27 %
|
|
Cumulative percent passing the #30 sieve
|
19 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
3.2 %
|
Test 2 of 11
DIME Test ID: 2023-07-19-51-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
98 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 11
DIME Test ID: 2023-07-19-51-3
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
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Method
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B
|
|
Determination
|
By Number
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by number) that were flat and elongated
|
0 %
|
|
Weighted percentage of particles (by number) that were not flat and elongated
|
0 %
|
Test 4 of 11
DIME Test ID: 2023-07-19-51-4
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
Test 5 of 11
DIME Test ID: 2023-07-19-51-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
Test 6 of 11
DIME Test ID: 2023-07-19-51-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
|
Bulk specific gravity
|
2.698
|
|
Bulk specific gravity (SSD Basis)
|
2.740
|
|
Apparent specific gravity
|
2.815
|
|
Absorption
|
1.5 %
|
Test 7 of 11
DIME Test ID: 2023-07-19-51-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/01/2023
Date Tested: 08/25/2023
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:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.674
|
|
Absorption
|
1 %
|
Test 8 of 11
DIME Test ID: 2023-07-19-51-8
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4317 grams
|
|
Percent loss after 100 revolutions
|
3 %
|
|
Percent loss after 500 revolutions
|
14 %
|
Test 9 of 11
DIME Test ID: 2023-07-19-51-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.698
|
|
Average uncompacted voids
|
45.7 %
|
Test 10 of 11
DIME Test ID: 2023-07-19-51-10
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: 09/01/2023
Date Tested: 08/18/2023
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: RAP
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
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1528.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8377.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.432
|
|
Theoretical maximum density at 25°C (77°F)
|
151.4 lb/ft^3
|
Test 11 of 11
DIME Test ID: 2023-07-19-51-11
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/01/2023
Date Tested: 08/18/2023
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:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.9 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
4.4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
5.6 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
4.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
3.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.9 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-1.2 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
93 %
|
|
Cumulative percent passing the #4 sieve
|
71 %
|
|
Cumulative percent passing the #8 sieve
|
54 %
|
|
Cumulative percent passing the #16 sieve
|
42 %
|
|
Cumulative percent passing the #30 sieve
|
31 %
|
|
Cumulative percent passing the #50 sieve
|
22 %
|
|
Cumulative percent passing the #100 sieve
|
14 %
|
|
Cumulative percent passing the #200 sieve
|
9.2 %
|
