Sample Record for 2020-07-15-48
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Project Information
Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Mujahid Qureshi Structure Rep.: Ching Chuang
Sample Information
DIME Sample ID: 2020-07-15-48
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: 07/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2020
The quantity of what the sample constitutes: 4 Bags Coldfeed Aggregate
A brief description of the sample: JMF 3/4" RHMA-G-SP 0.50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0449G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials- Corona Drum
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample:
The plant number: 226108 CORD SJR
A detailed description of where the material sample was collected: Belt Cut at Vulcan Corona Plant
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: 2020-07-15-48-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/29/2020
Date Tested: 07/23/2020
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 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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
86 %
|
Cumulative percent passing the 3/8 in. sieve
|
74 %
|
Cumulative percent passing the #4 sieve
|
34 %
|
Cumulative percent passing the #8 sieve
|
21 %
|
Cumulative percent passing the #16 sieve
|
14 %
|
Cumulative percent passing the #30 sieve
|
9 %
|
Cumulative percent passing the #50 sieve
|
6 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
2.9 %
|
Test 2 of 8
DIME Test ID: 2020-07-15-48-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/29/2020
Date Tested: 07/28/2020
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
|
100 %
|
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: 2020-07-15-48-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/29/2020
Date Tested: 07/24/2020
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
|
2.692
|
Absorption
|
0.6 %
|
Test 4 of 8
DIME Test ID: 2020-07-15-48-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/29/2020
Date Tested: 07/24/2020
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:
Bulk specific gravity
|
2.599
|
Bulk specific gravity (SSD Basis)
|
2.643
|
Apparent specific gravity
|
2.718
|
Absorption
|
1.7 %
|
Test 5 of 8
DIME Test ID: 2020-07-15-48-5
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: 07/29/2020
Date Tested: 07/24/2020
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:
Grading designation
|
C
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4155 grams
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
17 %
|
Test 6 of 8
DIME Test ID: 2020-07-15-48-6
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: 07/29/2020
Date Tested: 07/28/2020
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: 2020-07-15-48-7
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: 07/29/2020
Date Tested: 07/28/2020
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
|
1 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
Test 8 of 8
DIME Test ID: 2020-07-15-48-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/29/2020
Date Tested: 07/28/2020
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
|
2.599
|
Average uncompacted voids
|
46.1 %
|