Sample Record for 2024-07-08-45
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 19 DEA: 010A7704 EFIS: 0100020390
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-21.0/21.5
Work Description: Repair Slipout
Location Description: Near Crescent City from Crushing Creek Viaduct to .5 miles of the viaduct
Contractor Name: Robert J Frank Construction, Inc.
Contractor Address: 2806 Tarmac Road, Redding, CA,96003
Resident Engineer: Gary Johnson Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-07-08-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 07/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: AC Drum Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: Rich_24_ 081
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Materials Richmond
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-21-0008
The fabricator's/manufacturer's product name for the sample: 3/4 HMA 15% Rap
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Conveyor Belt
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: L210140WMA
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2024-07-08-45-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 1 Production Start up Passing
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
91 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
48 %
|
|
Cumulative percent passing the #8 sieve
|
31 %
|
|
Cumulative percent passing the #16 sieve
|
21 %
|
|
Cumulative percent passing the #30 sieve
|
15 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.4 %
|
Test 2 of 7
DIME Test ID: 2024-07-08-45-2
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 1 Production Start up Passing
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 7
DIME Test ID: 2024-07-08-45-3
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: 07/15/2024
Date Tested: 07/10/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 2 Production Passing
Test Result Compliance: complies
Additional Comments When Verified:
Test 4 of 7
DIME Test ID: 2024-07-08-45-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/15/2024
Date Tested: 07/10/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 2 Passing Gradation
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
89 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
74 %
|
|
Cumulative percent passing the #4 sieve
|
45 %
|
|
Cumulative percent passing the #8 sieve
|
29 %
|
|
Cumulative percent passing the #16 sieve
|
19 %
|
|
Cumulative percent passing the #30 sieve
|
14 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
5 %
|
Test 5 of 7
DIME Test ID: 2024-07-08-45-5
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 1 Production Start up
Test Result Compliance: complies
Additional Comments When Verified:
|
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
|
7378.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2596.0 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8913.0 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.447
|
|
Theoretical maximum density at 25°C (77°F)
|
2439.9 kg/m^3
|
Test 6 of 7
DIME Test ID: 2024-07-08-45-6
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 1 Second Sample
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.440
|
|
Theoretical maximum density at 25°C (77°F)
|
2.4 kg/m^3
|
Test 7 of 7
DIME Test ID: 2024-07-08-45-7
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL 2
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
2
|
|
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
|
7378.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2595.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8915.6 grams
|
|
Mass of container filled with water
|
7378.0 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2595.3 grams
|
|
Mass of container filled with the sample and water for Sample 2
|
8915.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.454
|
|
Specific Gravity for Sample 2
|
2.454
|
|
Average Specific Gravity
|
2.454
|
|
Theoretical maximum density at 25°C (77°F)
|
2446.9 kg/m^3
|
