Sample Record for 2020-10-20-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214775 DEA: 081F13U4 EFIS: 0819000074
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-62,95-122.0/142.7,9.7/33.6
Work Description: COLD-IN PLACE RECYCLING AND PLACE RHMA-G.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 62 FROM 3.8 MILES WEST OF ROUTE 95 TO ARIZONA STATE LINE AND ON ROUTE 95 FROM ROUTE 62 TO 2.0 MILES SOUTH OF TURTLE MOUNTAIN ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monre St., Indio CA. 92203
Resident Engineer: Khoa Nguyen Nguyen Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-10-20-4
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: 10/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2020
The quantity of what the sample constitutes: 1 Bag Coldfeed Agg., 3 Bags Agg.,
A brief description of the sample: 10K MS 1/2" RHMA-G 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0626G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Co Indio
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0072
The fabricator's/manufacturer's product name for the sample: 1/2 RHMA-G-SP
The fabricator/manufacturer designation for the sample:
The plant number: 1346
A detailed description of where the material sample was collected: Belt Cut at Granite Indio Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2020-10-20-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/30/2020
Date Tested: 10/23/2020
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: (909) 829-3029
General Comments for this Test: Combined Coldfeed 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
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
Cumulative percent passing the 3/8 in. sieve
|
85 %
|
Cumulative percent passing the #4 sieve
|
42 %
|
Cumulative percent passing the #8 sieve
|
21 %
|
Cumulative percent passing the #16 sieve
|
15 %
|
Cumulative percent passing the #30 sieve
|
11 %
|
Cumulative percent passing the #50 sieve
|
8 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
2.9 %
|
Test 2 of 8
DIME Test ID: 2020-10-20-4-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/30/2020
Date Tested: 10/27/2020
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: (909) 829-3029
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
|
97 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
98 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 8
DIME Test ID: 2020-10-20-4-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/30/2020
Date Tested: 10/24/2020
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.61
|
Absorption
|
0.7 %
|
Test 4 of 8
DIME Test ID: 2020-10-20-4-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/30/2020
Date Tested: 10/27/2020
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.636
|
Bulk specific gravity (SSD Basis)
|
2.660
|
Apparent specific gravity
|
2.700
|
Absorption
|
0.9 %
|
Test 5 of 8
DIME Test ID: 2020-10-20-4-5
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: 10/30/2020
Date Tested: 10/27/2020
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: (909) 829-3029
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)
|
3235 grams
|
Percent loss after 100 revolutions
|
8 %
|
Percent loss after 500 revolutions
|
35 %
|
Test 6 of 8
DIME Test ID: 2020-10-20-4-6
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: 10/30/2020
Date Tested: 10/23/2020
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 7 of 8
DIME Test ID: 2020-10-20-4-7
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: 10/30/2020
Date Tested: 10/27/2020
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: (909) 829-3029
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
|
0 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
Test 8 of 8
DIME Test ID: 2020-10-20-4-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/30/2020
Date Tested: 10/27/2020
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.636
|
Average uncompacted voids
|
48.3 %
|