Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995494 DEA: 081K4904 EFIS: 0819000050
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R105.1/R105.9
Work Description: BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES.
Location Description: SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe Street, Indio, CA 92203
Resident Engineer: Anthony Doan Structure Rep.: Alejandrino Naime
DIME Sample ID: 2026-09-15-54
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 09/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2026
The quantity of what the sample constitutes: 9 Bgs (CR 3 ea) 3/4",1/2",3/8",8 Bgs 2 ea: Cold Fd 5 Rock, Rock Dust, Sand, 2 Bgs: Crum R. & Hi-Nat
A brief description of the sample: 3/4" RWMA G 0.3% EVO, 0.30% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0565G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction-Desert Hot Spring
Source Identification (SMARA, name of Pit or Job Site): 91-33-0072
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: Belt Cut at 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:
DIME Test ID: 2026-09-15-54-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/13/2026
Date Tested: 09/18/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test: Combined Virgin Aggregate Gradation.
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
80 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
67 %
|
|
Cumulative percent passing the #4 sieve
|
26 %
|
|
Cumulative percent passing the #8 sieve
|
13 %
|
|
Cumulative percent passing the #16 sieve
|
8 %
|
|
Cumulative percent passing the #30 sieve
|
6 %
|
|
Cumulative percent passing the #50 sieve
|
4 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
1.6 %
|
DIME Test ID: 2026-09-15-54-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/13/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.622
|
|
Bulk specific gravity (SSD Basis)
|
2.646
|
|
Apparent specific gravity
|
2.685
|
|
Absorption
|
0.9 %
|
DIME Test ID: 2026-09-15-54-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/13/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.631
|
|
Absorption
|
0.7 %
|
DIME Test ID: 2026-09-15-54-4
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: 10/13/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3267 grams
|
|
Percent loss after 100 revolutions
|
8 %
|
|
Percent loss after 500 revolutions
|
35 %
|
DIME Test ID: 2026-09-15-54-5
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: 10/13/2026
Date Tested: 09/23/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-09-15-54-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/13/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
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Method A
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|
Bulk dry specific gravity
|
2.622
|
|
Average uncompacted voids
|
46.4 %
|
DIME Test ID: 2026-09-15-54-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/13/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2026-09-15-54-8
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: 10/13/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
1 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
