Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001312 DEA: 11432844 EFIS: 1125000219
QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown
DIME Sample ID: 2025-08-09-13
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: Per Request
Type of Material: Aggregate
Sample Taken Date: 08/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2025
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 25-08-09-13-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
Source Identification (SMARA, name of Pit or Job Site): Not Provided
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: 1-1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 820801 Otay Val
DIME Test ID: 2025-08-09-13-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/03/2025
Date Tested: 09/03/2025
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
|
80 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
72 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
46 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
38 %
|
|
Cumulative percent passing the #4 sieve
|
27 %
|
|
Cumulative percent passing the #8 sieve
|
22 %
|
|
Cumulative percent passing the #16 sieve
|
17 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
6 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
1.8 %
|
DIME Test ID: 2025-08-09-13-2
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: 09/04/2025
Date Tested: 09/03/2025
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2025-08-09-13-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/03/2025
Date Tested: 09/03/2025
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?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-1.5 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-1.3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-1 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-1.5 %
|
|
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
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
79 %
|
|
Cumulative percent passing the #8 sieve
|
62 %
|
|
Cumulative percent passing the #16 sieve
|
48 %
|
|
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
|
9.2 %
|
