Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212363 DEA: 07333404 EFIS: 0716000306
QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: James Riley Structure Rep.: Frank Lotfi
DIME Sample ID: 2019-11-14-16
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: 11/14/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2019
The quantity of what the sample constitutes: PSUE 10 Bags
A brief description of the sample: 3/4 RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0694G-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sheldon, Boulevard, Big Rock Creek
Source Identification (SMARA, name of Pit or Job Site): 91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample: 226108 SVA3 SJR
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
DIME Test ID: 2019-11-14-16-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/07/2020
Date Tested: 11/25/2019
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: Virgin Aggregate Gradation
Test Result Compliance: does not comply
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
|
97 %
|
Cumulative percent passing the 1/2 in. sieve
|
78 %
|
Cumulative percent passing the 3/8 in. sieve
|
59 %
|
Cumulative percent passing the 1/4 in. sieve
|
40 %
|
Cumulative percent passing the #4 sieve
|
30 %
|
Cumulative percent passing the #8 sieve
|
18 %
|
Cumulative percent passing the #16 sieve
|
13 %
|
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
|
1.1 %
|
DIME Test ID: 2019-11-14-16-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/07/2020
Date Tested: 11/26/2019
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
|
91 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
98 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2019-11-14-16-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/07/2020
Date Tested: 11/26/2019
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
|
2.648
|
Absorption
|
0.9 %
|
DIME Test ID: 2019-11-14-16-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/07/2020
Date Tested: 11/26/2019
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
|
2.665
|
Bulk specific gravity (SSD Basis)
|
2.694
|
Apparent specific gravity
|
2.745
|
Absorption
|
1.1 %
|
DIME Test ID: 2019-11-14-16-5
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: 05/07/2020
Date Tested: 11/26/2019
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
|
B
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3635 grams
|
Percent loss after 100 revolutions
|
5 %
|
Percent loss after 500 revolutions
|
27 %
|
DIME Test ID: 2019-11-14-16-6
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: 05/07/2020
Date Tested: 11/26/2019
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:
DIME Test ID: 2019-11-14-16-7
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: 05/07/2020
Date Tested: 11/26/2019
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
|
1 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
DIME Test ID: 2019-11-14-16-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/07/2020
Date Tested: 11/26/2019
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
|
2.665
|
Average uncompacted voids
|
46.8 %
|