Sample Record for 2026-02-13-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-02-13-7
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: Verification
Type of Material: Aggregate
Sample Taken Date: 02/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2026
The quantity of what the sample constitutes: 5 bags
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pyramid Construction - Heber
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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: SP 2024
Test Results
Test
DIME Test ID: 2026-02-13-7-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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:
|
Bulk specific gravity
|
2.665
|
|
Bulk specific gravity (SSD Basis)
|
2.769
|
|
Apparent specific gravity
|
2.975
|
|
Absorption
|
3.9 %
|
Test
DIME Test ID: 2026-02-13-7-11
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: 03/05/2026
Date Tested: 02/20/2026
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:
|
Grading designation
|
B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3712 grams
|
|
Percent loss after 100 revolutions
|
5 %
|
|
Percent loss after 500 revolutions
|
26 %
|
Test
DIME Test ID: 2026-02-13-7-5
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: 03/05/2026
Date Tested: 02/20/2026
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: complies
Additional Comments When Verified:
Test
DIME Test ID: 2026-02-13-7-4
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: 03/05/2026
Date Tested: 02/20/2026
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
|
A
|
|
Determination
|
By Number
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by number) that were flat
|
no data0 %
|
|
Weighted percentage of particles (by number) that were elongated
|
0 %
|
|
Weighted percentage of particles (by number) that were both flat and elongated
|
0 %
|
|
Weighted percentage of particles (by number) that were neither flat nor elongated
|
100 %
|
Test
DIME Test ID: 2026-02-13-7-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
no data0 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
no data0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
Test
DIME Test ID: 2026-02-13-7-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.665
|
|
Average uncompacted voids
|
46.9 %
|
Test
DIME Test ID: 2026-02-13-7-12
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 03/09/2026.
Reason: retested
Test
DIME Test ID: 2026-02-13-7-13
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: 3/4 "
Not applicable
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
|
93 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
32 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
8 %
|
|
Cumulative percent passing the #4 sieve
|
3 %
|
|
Cumulative percent passing the #8 sieve
|
2 %
|
|
Cumulative percent passing the #16 sieve
|
2 %
|
|
Cumulative percent passing the #30 sieve
|
2 %
|
|
Cumulative percent passing the #50 sieve
|
2 %
|
|
Cumulative percent passing the #100 sieve
|
1 %
|
|
Cumulative percent passing the #200 sieve
|
1.4 %
|
Test
DIME Test ID: 2026-02-13-7-14
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: 1/2 "
Not aplicable
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
|
92 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
67 %
|
|
Cumulative percent passing the #4 sieve
|
15 %
|
|
Cumulative percent passing the #8 sieve
|
5 %
|
|
Cumulative percent passing the #16 sieve
|
4 %
|
|
Cumulative percent passing the #30 sieve
|
4 %
|
|
Cumulative percent passing the #50 sieve
|
4 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
3.7 %
|
Test
DIME Test ID: 2026-02-13-7-15
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: 3/8 "
Not applicable
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
|
82 %
|
|
Cumulative percent passing the #4 sieve
|
9 %
|
|
Cumulative percent passing the #8 sieve
|
6 %
|
|
Cumulative percent passing the #16 sieve
|
5 %
|
|
Cumulative percent passing the #30 sieve
|
5 %
|
|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
4.2 %
|
Test
DIME Test ID: 2026-02-13-7-16
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: Fine/Fine
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Total mass of sample tested
|
350.1 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
100 %
|
|
Cumulative percent passing the #8 sieve
|
90 %
|
|
Cumulative percent passing the #16 sieve
|
69 %
|
|
Cumulative percent passing the #30 sieve
|
46 %
|
|
Cumulative percent passing the #50 sieve
|
23 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
2.5 %
|
Test
DIME Test ID: 2026-02-13-7-17
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: Course/ Fine
Not applicable
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Total mass of sample tested
|
362.5 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
92 %
|
|
Cumulative percent passing the #8 sieve
|
71 %
|
|
Cumulative percent passing the #16 sieve
|
51 %
|
|
Cumulative percent passing the #30 sieve
|
37 %
|
|
Cumulative percent passing the #50 sieve
|
25 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
9.5 %
|
Test
DIME Test ID: 2026-02-13-7-18
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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: Lime
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Total mass of sample tested
|
100 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
100 %
|
|
Cumulative percent passing the #8 sieve
|
100 %
|
|
Cumulative percent passing the #16 sieve
|
100 %
|
|
Cumulative percent passing the #30 sieve
|
99 %
|
|
Cumulative percent passing the #50 sieve
|
92 %
|
|
Cumulative percent passing the #100 sieve
|
92 %
|
|
Cumulative percent passing the #200 sieve
|
92.1 %
|
Test
DIME Test ID: 2026-02-13-7-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 03/05/2026
Date Tested: 02/20/2026
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:
|
Basis for relative density testing
|
Bulk SSD
|
|
Specific Gravity
|
2.649
|
|
Absorption
|
1.7 %
|
Test
DIME Test ID: 2026-02-13-7-19
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 03/09/2026.
Reason: retested
Test
DIME Test ID: 2026-02-13-7-21
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/09/2026
Date Tested: 03/09/2026
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: #30=20%>18% does not comply.
Test Result Compliance: does not comply
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)
|
1 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-12 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.5 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.5 %
|
|
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
|
80 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
59 %
|
|
Cumulative percent passing the #4 sieve
|
47 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
27 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
4.3 %
|
Test
DIME Test ID: 2026-02-13-7-22
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 03/17/2026
Date Tested: 03/16/2026
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: Retest
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
|
2.611
|
|
Bulk specific gravity (SSD Basis)
|
2.651
|
|
Apparent specific gravity
|
2.722
|
|
Absorption
|
1.6 %
|
