Sample Record for 2024-12-04-65
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-37.4-52.6
Work Description: I-5 NCC SEGMENT 4C
Location Description: I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
Contractor Name: Flatiron-Skanska-Stacy and Witbeck Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Yong Pak Structure Rep.: Phong Le
Sample Information
DIME Sample ID: 2024-12-04-65
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: Aggregate
Sample Taken Date: 12/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2024
The quantity of what the sample constitutes: 4 bags
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 0611-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Caroll Canyon
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-37-0035
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: 320819 CC SJR
Test Results
Test 1 of 5
DIME Test ID: 2024-12-04-65-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/10/2025
Date Tested: 01/08/2025
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:
Test Result Compliance: not applicable
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
|
82 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
15 %
|
|
Cumulative percent passing the #4 sieve
|
no data0 %
|
|
Cumulative percent passing the #8 sieve
|
no data0 %
|
|
Cumulative percent passing the #16 sieve
|
no data0 %
|
|
Cumulative percent passing the #30 sieve
|
no data0 %
|
|
Cumulative percent passing the #50 sieve
|
no data0 %
|
|
Cumulative percent passing the #100 sieve
|
no data0 %
|
|
Cumulative percent passing the #200 sieve
|
0.2 %
|
Test 2 of 5
DIME Test ID: 2024-12-04-65-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/10/2025
Date Tested: 01/08/2025
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:
Test Result Compliance: not applicable
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
89 %
|
|
Cumulative percent passing the #4 sieve
|
13 %
|
|
Cumulative percent passing the #8 sieve
|
1 %
|
|
Cumulative percent passing the #16 sieve
|
1 %
|
|
Cumulative percent passing the #30 sieve
|
1 %
|
|
Cumulative percent passing the #50 sieve
|
1 %
|
|
Cumulative percent passing the #100 sieve
|
1 %
|
|
Cumulative percent passing the #200 sieve
|
0.7 %
|
Test 3 of 5
DIME Test ID: 2024-12-04-65-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/10/2025
Date Tested: 01/08/2025
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:
Test Result Compliance: not applicable
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
99 %
|
|
Cumulative percent passing the #8 sieve
|
79 %
|
|
Cumulative percent passing the #16 sieve
|
50 %
|
|
Cumulative percent passing the #30 sieve
|
32 %
|
|
Cumulative percent passing the #50 sieve
|
17 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
6.1 %
|
Test 4 of 5
DIME Test ID: 2024-12-04-65-4
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: 01/10/2025
Date Tested: 01/08/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Test 5 of 5
DIME Test ID: 2024-12-04-65-5
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/10/2025
Date Tested: 01/08/2025
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:
Test Result Compliance: not applicable
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
97 %
|
|
Cumulative percent passing the #4 sieve
|
79 %
|
|
Cumulative percent passing the #8 sieve
|
61 %
|
|
Cumulative percent passing the #16 sieve
|
45 %
|
|
Cumulative percent passing the #30 sieve
|
34 %
|
|
Cumulative percent passing the #50 sieve
|
23 %
|
|
Cumulative percent passing the #100 sieve
|
15 %
|
|
Cumulative percent passing the #200 sieve
|
10.3 %
|
