Sample Record for 2024-06-17-80
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995255 DEA: 041J9604 EFIS: 0414000403
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,-1-22.8/33.0,45.0/50.5
Work Description: COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS.
Location Description: MARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Wong Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2024-06-17-80
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Independent Assurance
Type of Material: Aggregate
Sample Taken Date: 06/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2024
The quantity of what the sample constitutes: 5 Bags
A brief description of the sample: Batch -Aggregates
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Company Santa Rosa
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-49-0032
The fabricator's/manufacturer's product name for the sample: 700SPW-16
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Batch Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 13
DIME Test ID: 2024-06-17-80-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/24/2024
Date Tested: 06/18/2024
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: Production Startup results
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
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
|
89 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
80 %
|
|
Cumulative percent passing the #4 sieve
|
46 %
|
|
Cumulative percent passing the #8 sieve
|
30 %
|
|
Cumulative percent passing the #16 sieve
|
18 %
|
|
Cumulative percent passing the #30 sieve
|
6 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
2.6 %
|
Test 2 of 13
DIME Test ID: 2024-06-17-80-2
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: 06/24/2024
Date Tested: 06/18/2024
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: 1)68.3 2)67.7 3)67.2
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 13
DIME Test ID: 2024-06-17-80-3
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: 06/24/2024
Date Tested: 06/18/2024
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: Production Start-up Lot 1 SL1
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7,378.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2,523.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8,931.5 grams
|
|
Mass of container filled with water 2
|
7,378.0 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2,535.4 grams
|
|
Mass of container filled with the sample and water for Sample 2
|
8,935.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.602
|
|
Specific Gravity for Sample 2
|
2.593
|
|
Average Specific Gravity
|
2.598
|
|
Theoretical maximum density at 25°C (77°F)
|
2590 kg/m^3
|
Test 4 of 13
DIME Test ID: 2024-06-17-80-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/24/2024
Date Tested: 06/18/2024
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:
|
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
|
89 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77 %
|
|
Cumulative percent passing the #4 sieve
|
43 %
|
|
Cumulative percent passing the #8 sieve
|
26 %
|
|
Cumulative percent passing the #16 sieve
|
16 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
0.4 %
|
Test 5 of 13
DIME Test ID: 2024-06-17-80-5
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: 06/24/2024
Date Tested: 06/18/2024
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:
Test 6 of 13
DIME Test ID: 2024-06-17-80-6
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: 06/24/2024
Date Tested: 06/18/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7,378.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2,571.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8,959.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.596
|
|
Theoretical maximum density at 25°C (77°F)
|
2588 kg/m^3
|
Test 7 of 13
DIME Test ID: 2024-06-17-80-7
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/24/2024
Date Tested: 06/19/2024
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 SL3
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
|
96 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
45 %
|
|
Cumulative percent passing the #8 sieve
|
28 %
|
|
Cumulative percent passing the #16 sieve
|
18 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
2.1 %
|
Test 8 of 13
DIME Test ID: 2024-06-17-80-8
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: 06/24/2024
Date Tested: 06/19/2024
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 3
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7,378.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2,535.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8,936.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.596
|
|
Theoretical maximum density at 25°C (77°F)
|
2588 kg/m^3
|
Test 9 of 13
DIME Test ID: 2024-06-17-80-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/24/2024
Date Tested: 06/20/2024
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 4
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
no data0 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
no data0 %
|
|
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
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
45 %
|
|
Cumulative percent passing the #8 sieve
|
28 %
|
|
Cumulative percent passing the #16 sieve
|
18 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
2.1 %
|
Test 10 of 13
DIME Test ID: 2024-06-17-80-10
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: 06/24/2024
Date Tested: 06/20/2024
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 4
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7,378.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2,542.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8,939.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.591
|
|
Theoretical maximum density at 25°C (77°F)
|
2583 kg/m^3
|
Test 11 of 13
DIME Test ID: 2024-06-17-80-11
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: 06/24/2024
Date Tested: 06/20/2024
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 4 S.E
Test Result Compliance: complies
Additional Comments When Verified:
Test 12 of 13
DIME Test ID: 2024-06-17-80-12
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: 06/24/2024
Date Tested: 06/18/2024
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:
Test 13 of 13
DIME Test ID: 2024-06-17-80-13
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: 06/24/2024
Date Tested: 06/19/2024
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 3 S.E
Test Result Compliance: complies
Additional Comments When Verified:
