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Sample Record for 2026-08-19-4

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Project Information

Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 COOP: NONE QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94,188-15.2/65.3,0.0/1.9
Work Description: DRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET.
Location Description: SAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94.
Contractor Name: LB Civil Construction
Contractor Address: 324 East Valley Parkway, Escondido, CA 92025
Resident Engineer: Daniel Assefa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-19-4
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: JMF Verification
Type of Material: Aggregate
Sample Taken Date: 08/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2026
The quantity of what the sample constitutes: 5 bags
A brief description of the sample: JMFV
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

Material Information

Source Identification (SMARA, name of Pit or Job Site): See Mix
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: 21218180T3
Test results on following page(s): 8

Test Results

Test

DIME Test ID: 2026-08-19-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/28/2026
Date Tested: 08/27/2026
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 97 %
Cumulative percent passing the 3/8 in. sieve 81 %
Cumulative percent passing the #4 sieve 30 %
Cumulative percent passing the #8 sieve 21 %
Cumulative percent passing the #16 sieve 14 %
Cumulative percent passing the #30 sieve 9 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.1 %

Test

DIME Test ID: 2026-08-19-4-2
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: 08/28/2026
Date Tested: 08/27/2026
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:
Sand Equivalent 77

Test

DIME Test ID: 2026-08-19-4-3
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 08/28/2026
Date Tested: 08/27/2026
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 with requirements
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3763 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 25 %

Test

DIME Test ID: 2026-08-19-4-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
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
Data has not been verified.

Test

DIME Test ID: 2026-08-19-4-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
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
Data has not been verified.

Test

DIME Test ID: 2026-08-19-4-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
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
Data has not been verified.

Test

DIME Test ID: 2026-08-19-4-8
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/28/2026
Date Tested: 08/27/2026
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:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of questionable, 1 ½ inch, 2 faced particles tested no data0 %
Percentage of questionable, 1 ½ inch, 1 faced particles tested no data0 %
Percentage of questionable, 1 inch, 2 faced particles tested no data0 %
Percentage of questionable, 1 inch, 1 faced particles tested no data0 %
Percentage of questionable, ¾ inch, 2 faced particles tested no data0 %
Percentage of questionable, ¾ inch, 1 faced particles tested no data0 %
Percentage of questionable, ½ inch, 2 faced particles tested no data0 %
Percentage of questionable, ½ inch, 1 faced particles tested no data0 %
Percentage of questionable, ⅜ inch, 2 faced particles tested no data0 %
Percentage of questionable, ⅜ inch, 1 faced particles tested no data0 %
Percentage of questionable, ¼ inch, 2 faced particles tested no data0 %
Percentage of questionable, ¼ inch, 1 faced particles tested no data0 %
Percentage of questionable, No. 4, 2 faced particles tested no data0 %
Percentage of questionable, No. 4, 1 faced particles tested no data0 %
Percentage of questionable, No. 8, 1 faced particles tested no data0 %
Percentage of fractured, 1 ½ inch, 2 faced particles tested no data0 %
Percentage of fractured, 1 ½ inch, 1 faced particles tested no data0 %
Percentage of fractured, 1 inch, 2 faced particles tested no data0 %
Percentage of fractured, 1 inch, 1 faced particles tested no data0 %
Percentage of fractured, ¾ inch, 2 faced particles tested no data0 %
Percentage of fractured, ¾ inch, 1 faced particles tested no data0 %
Percentage of fractured, ½ inch, 2 faced particles tested 98 %
Percentage of fractured, ½ inch, 1 faced particles tested 100 %
Percentage of fractured, ⅜ inch, 2 faced particles tested 100 %
Percentage of fractured, ⅜ inch, 1 faced particles tested 99 %
Percentage of fractured, ¼ inch, 2 faced particles tested no data0 %
Percentage of fractured, ¼ inch, 1 faced particles tested no data0 %
Percentage of fractured, No. 4, 2 faced particles tested 99 %
Percentage of fractured, No. 4, 1 faced particles tested 100 %
Percentage of fractured, No. 8, 1 faced particles tested 100 %
Weighted average percentage of fractured, coarse, 2 faced particles 99 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test

DIME Test ID: 2026-08-19-4-9
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 08/28/2026
Date Tested: 08/27/2026
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:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 2 %
Weighted percentage of particles (by mass) that were not flat and elongated 98 %