Sample Record for 2025-09-30-52
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000320 DEA: 11430324 EFIS: 1118000102
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-14.6/23.7
Work Description: MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: 9685 VIA EXCELENCIA STE 200, SAN DIEGO, CA 92126
Resident Engineer: Art Pannu Structure Rep.: Anh Ma
Sample Information
DIME Sample ID: 2025-09-30-52
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: 09/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2025
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: Plant Sample
From where was the sample collected: Job Site
Laboratory sample identification: 25-09-30-52-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-37-0036
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: 23417105 MM
Test Results
Test 1 of 3
DIME Test ID: 2025-09-30-52-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/10/2025
Date Tested: 10/09/2025
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:
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
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
78 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
64 %
|
|
Cumulative percent passing the #4 sieve
|
43 %
|
|
Cumulative percent passing the #8 sieve
|
36 %
|
|
Cumulative percent passing the #16 sieve
|
26 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
2.9 %
|
Test 2 of 3
DIME Test ID: 2025-09-30-52-2
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: 10/10/2025
Date Tested: 10/09/2025
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:
Test 3 of 3
DIME Test ID: 2025-09-30-52-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/10/2025
Date Tested: 10/09/2025
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:
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)
|
-5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
1.1 %
|
|
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
|
92 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
90 %
|
|
Cumulative percent passing the #4 sieve
|
67 %
|
|
Cumulative percent passing the #8 sieve
|
53 %
|
|
Cumulative percent passing the #16 sieve
|
41 %
|
|
Cumulative percent passing the #30 sieve
|
30 %
|
|
Cumulative percent passing the #50 sieve
|
22 %
|
|
Cumulative percent passing the #100 sieve
|
15 %
|
|
Cumulative percent passing the #200 sieve
|
11.3 %
|
