Sample Record for 2019-05-08-18
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Project Information
Project ID: 212645 DEA: 080N9714 EFIS: 0815000101
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-395-39.0/45.9
Work Description: WIDEN EXISTING SHOULDERS TO 8' AND CONSTRUCT 4' MEDIAN BUFFER
Location Description: SAN BERNARDINO COUNTY NEAR ADELANTO FROM 2.2 MILES NORTH OF KRAMER ROAD TO ROUTE 58
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S State College Blvd, Brea, CA 92821
Resident Engineer: Maged Youssef Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-05-08-18
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: 05/08/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2019
The quantity of what the sample constitutes: JMF 9 bags
A brief description of the sample: 1/2 RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0275G-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Oro Grande, White Mountain
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-36-0023, 91-36-0106
The fabricator's/manufacturer's product name for the sample: 1/2 RHMA-G-SP
The fabricator/manufacturer designation for the sample: 300191-LSM
The plant number: Unknown
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: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2019-05-08-18-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/30/2019
Date Tested: 05/14/2019
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 type of gradation is being tested?
|
HMA Gradation
|
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
|
96 %
|
Cumulative percent passing the 3/8 in. sieve
|
86 %
|
Cumulative percent passing the 1/4 in. sieve
|
86 %
|
Cumulative percent passing the #4 sieve
|
38 %
|
Cumulative percent passing the #8 sieve
|
19 %
|
Cumulative percent passing the #16 sieve
|
12 %
|
Cumulative percent passing the #30 sieve
|
8 %
|
Cumulative percent passing the #50 sieve
|
5 %
|
Cumulative percent passing the #100 sieve
|
2 %
|
Cumulative percent passing the #200 sieve
|
1.5 %
|
Test 2 of 8
DIME Test ID: 2019-05-08-18-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/30/2019
Date Tested: 05/15/2019
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
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 8
DIME Test ID: 2019-05-08-18-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/30/2019
Date Tested: 05/15/2019
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
|
2.701
|
Absorption
|
0.6 %
|
Test 4 of 8
DIME Test ID: 2019-05-08-18-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/30/2019
Date Tested: 05/15/2019
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
|
2.625
|
Bulk specific gravity (SSD Basis)
|
2.662
|
Apparent specific gravity
|
2.727
|
Absorption
|
1.4 %
|
Test 5 of 8
DIME Test ID: 2019-05-08-18-5
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: 05/30/2019
Date Tested: 05/16/2019
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)
|
3789 grams
|
Percent loss after 100 revolutions
|
6 %
|
Percent loss after 500 revolutions
|
24 %
|
Test 6 of 8
DIME Test ID: 2019-05-08-18-6
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: 05/30/2019
Date Tested: 05/16/2019
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: 2019-05-08-18-7
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: 05/30/2019
Date Tested: 05/15/2019
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
|
1:5
|
Weighted percentage of particles (by mass) that were flat and elongated
|
3 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
97 %
|
Test 8 of 8
DIME Test ID: 2019-05-08-18-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/30/2019
Date Tested: 05/15/2019
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
|
2.625
|
Average uncompacted voids
|
43.9 %
|