Sample Record for 2020-09-15-3
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Project Information
Project ID: 214774 DEA: 081F1324 EFIS: 0815000212
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-95-64.5/80.5
Work Description: PLACE RHMA-G, COLD PLANE AC AND REPLACE AC SURFACING.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 95 FROM 0.5 MILE NORTH OF GOFFS ROAD TO NEVADA STATE LINE.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38155 Monroe St, Indio, 92203, CA
Resident Engineer: Darcy Davis Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-09-15-3
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: 09/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2020
The quantity of what the sample constitutes: 2 Bags Of Coldfeed Aggregate
A brief description of the sample: PSUE 3/4" WMA-A-SP 0.25% Evo
From where was the sample collected: Manufacturer
Laboratory sample identification: 0531-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan- Bullhead City Arizona
Material Information
Source Identification (SMARA, name of Pit or Job Site): CM2056
The fabricator's/manufacturer's product name for the sample: 3/4 WMA-A-SP
The fabricator/manufacturer designation for the sample:
The plant number: 238111B
A detailed description of where the material sample was collected: Belt Cut at Vulcan-Bullhead City AZ
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2020-09-15-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/23/2020
Date Tested: 09/18/2020
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: 9098293029
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
|
85 %
|
Cumulative percent passing the 3/8 in. sieve
|
75 %
|
Cumulative percent passing the #4 sieve
|
53 %
|
Cumulative percent passing the #8 sieve
|
43 %
|
Cumulative percent passing the #16 sieve
|
30 %
|
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
|
5 %
|
Test 2 of 8
DIME Test ID: 2020-09-15-3-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/23/2020
Date Tested: 09/20/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
99 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
99 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 8
DIME Test ID: 2020-09-15-3-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/23/2020
Date Tested: 09/19/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.527
|
Absorption
|
1.6 %
|
Test 4 of 8
DIME Test ID: 2020-09-15-3-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/23/2020
Date Tested: 09/19/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.576
|
Bulk specific gravity (SSD Basis)
|
2.616
|
Apparent specific gravity
|
2.684
|
Absorption
|
1.6 %
|
Test 5 of 8
DIME Test ID: 2020-09-15-3-5
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: 09/23/2020
Date Tested: 09/22/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation
|
B
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3954 grams
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
21 %
|
Test 6 of 8
DIME Test ID: 2020-09-15-3-6
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: 09/23/2020
Date Tested: 09/20/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 7 of 8
DIME Test ID: 2020-09-15-3-7
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: 09/23/2020
Date Tested: 09/22/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
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
|
1 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
Test 8 of 8
DIME Test ID: 2020-09-15-3-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/23/2020
Date Tested: 09/20/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.576
|
Average uncompacted voids
|
46.7 %
|