Sample Record for 2023-08-14-66
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Project Information
Project ID: 995022 DEA: 09392104 EFIS: 0922000034
QA Service Level: 1
DIST-CO-RTE-PM: 09--58-R107.7/R118.0
Work Description: Place RHMA-G (Bonded Wearing Course) over existing pavement.
Location Description: IN KERN COUNTY ABOUT 17 MILES EAST OF TEHACHAPI FROM 0.1 MILE EAST OF CACHE CREEK BRIDGE TO 1.8 MILES EAST OF BUSINESS ROUTE 58 OVERCROSSING.
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Ave, Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-08-14-66
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: 08/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2023
The quantity of what the sample constitutes: 6 Bags Of Bin agg., 3 Bags Of L.T. Comb. Agg.
A brief description of the sample: PSUE 1/2" RHMA-G 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0428G-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-15-0068
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 Griffith, Edmonston-LEBEC
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: GRF-20-G3-12RHMA-LSM
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2023-08-14-66-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/18/2023
Date Tested: 08/30/2023
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 L.T. 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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
98 %
|
Cumulative percent passing the 3/8 in. sieve
|
83 %
|
Cumulative percent passing the #4 sieve
|
40 %
|
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
|
7 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
3.4 %
|
Test 2 of 8
DIME Test ID: 2023-08-14-66-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/18/2023
Date Tested: 08/28/2023
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
|
2.736
|
Bulk specific gravity (SSD Basis)
|
2.776
|
Apparent specific gravity
|
2.851
|
Absorption
|
1.5 %
|
Test 3 of 8
DIME Test ID: 2023-08-14-66-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/18/2023
Date Tested: 08/29/2023
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
|
2.748
|
Absorption
|
1.2 %
|
Test 4 of 8
DIME Test ID: 2023-08-14-66-4
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: 10/18/2023
Date Tested: 08/28/2023
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
|
C
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3107 grams
|
Percent loss after 100 revolutions
|
11 %
|
Percent loss after 500 revolutions
|
38 %
|
Test 5 of 8
DIME Test ID: 2023-08-14-66-5
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: 10/18/2023
Date Tested: 08/30/2023
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 6 of 8
DIME Test ID: 2023-08-14-66-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/18/2023
Date Tested: 08/30/2023
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
|
2.736
|
Average uncompacted voids
|
47.1 %
|
Test 7 of 8
DIME Test ID: 2023-08-14-66-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/18/2023
Date Tested: 08/30/2023
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
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
Percentage of fractured, coarse, 2 faced particles tested
|
99 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 8 of 8
DIME Test ID: 2023-08-14-66-8
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: 10/18/2023
Date Tested: 08/30/2023
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
|
0 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|