Sample Record for 2026-02-03-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-111-23.5/32.1
Work Description: COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS.
Location Description: IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115
Contractor Name: HAZARD CONSRUCTION ENGR,LLC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-02-03-3
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: 02/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2026
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: 26-02-03-3-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-13-0057
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: 2 API Val
Test Results
Test 1 of 16
DIME Test ID: 2026-02-03-3-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/24/2026
Date Tested: 02/05/2026
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:
|
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 2 of 16
DIME Test ID: 2026-02-03-3-6
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: 02/24/2026
Date Tested: 02/05/2026
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:
|
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 3 of 16
DIME Test ID: 2026-02-03-3-7
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: 02/24/2026
Date Tested: 02/05/2026
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 4 of 16
DIME Test ID: 2026-02-03-3-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/19/2026
Date Tested: 02/05/2026
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 "
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
|
57 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
1 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
1 %
|
|
Cumulative percent passing the #4 sieve
|
1 %
|
|
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
|
0.8 %
|
Test 5 of 16
DIME Test ID: 2026-02-03-3-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/19/2026
Date Tested: 02/05/2026
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 "
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
|
61 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
12 %
|
|
Cumulative percent passing the #4 sieve
|
1 %
|
|
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
|
0.6 %
|
Test 6 of 16
DIME Test ID: 2026-02-03-3-11
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/19/2026
Date Tested: 02/05/2026
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 "
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
|
9 %
|
|
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
|
0.5 %
|
Test 7 of 16
DIME Test ID: 2026-02-03-3-12
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/19/2026
Date Tested: 02/05/2026
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
|
385.9 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
100 %
|
|
Cumulative percent passing the #8 sieve
|
91 %
|
|
Cumulative percent passing the #16 sieve
|
67 %
|
|
Cumulative percent passing the #30 sieve
|
44 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|
Test 8 of 16
DIME Test ID: 2026-02-03-3-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/24/2026
Date Tested: 02/06/2026
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
|
2.688
|
|
Bulk specific gravity (SSD Basis)
|
2.696
|
|
Apparent specific gravity
|
2.711
|
|
Absorption
|
0.3 %
|
Test 9 of 16
DIME Test ID: 2026-02-03-3-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/24/2026
Date Tested: 02/06/2026
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
|
2.703
|
|
Absorption
|
0.7 %
|
Test 10 of 16
DIME Test ID: 2026-02-03-3-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 02/24/2026
Date Tested: 02/06/2026
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:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.688
|
|
Average uncompacted voids
|
45.8 %
|
Test 11 of 16
DIME Test ID: 2026-02-03-3-13
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: 02/24/2026
Date Tested: 02/06/2026
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4118 grams
|
|
Percent loss after 100 revolutions
|
6 %
|
|
Percent loss after 500 revolutions
|
18 %
|
Test 12 of 16
DIME Test ID: 2026-02-03-3-15
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/24/2026
Date Tested: 02/12/2026
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
Test 13 of 16
DIME Test ID: 2026-02-03-3-14
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/19/2026
Date Tested: 02/13/2026
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: Coarse / Fine
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Total mass of sample tested
|
437.2 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
99 %
|
|
Cumulative percent passing the #8 sieve
|
47 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
18 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
2 %
|
|
Cumulative percent passing the #200 sieve
|
1.2 %
|
Test 14 of 16
DIME Test ID: 2026-02-03-3-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/04/2026
Date Tested: 02/06/2026
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: T30 HMA
Test Result Compliance: complies
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
|
92 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
79 %
|
|
Cumulative percent passing the #4 sieve
|
47 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
10 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
3.1 %
|
Test 15 of 16
DIME Test ID: 2026-02-03-3-16
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/06/2026
Date Tested: 02/26/2026
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: Used aggregate correction Factor
#200=7.1%>4.0% does not comply.
Test Result Compliance: does not comply
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
|
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)
|
-1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
4 %
|
Test 16 of 16
DIME Test ID: 2026-02-03-3-17
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/06/2026
Date Tested: 03/04/2026
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: #200=7.1%>4.4% max
Does not comply.
Test Result Compliance: does not comply
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
|
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)
|
-1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
4 %
|
|
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
|
91 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77 %
|
|
Cumulative percent passing the #4 sieve
|
47 %
|
|
Cumulative percent passing the #8 sieve
|
33 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
7.1 %
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2026-02-03-3-18 | AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | 03/09/2026 | 03/09/2026 | Ben Haney | CT D11 - District 11 Materials Laboratory | Use aggregate correction factors | Mohammad Abbassi |
157763
