Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214336 DEA: 07302404 EFIS: 0713000488
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2023-02-03-22
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: 02/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2023
The quantity of what the sample constitutes: 4 Bags Of Coldfeed Aggregate 1 Gallon Hi-Nat , 1 Gallon Scrap
A brief description of the sample: PSUE 3/4" RHMA-G-0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0137G-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction - Santa Paula
Source Identification (SMARA, name of Pit or Job Site): 91-19-0046
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: 1556
A detailed description of where the material sample was collected: Belt Cut at Granite-Santa Paula
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:
DIME Test ID: 2023-02-03-22-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/05/2023
Date Tested: 02/10/2023
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: (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
|
98 %
|
Cumulative percent passing the 1/2 in. sieve
|
82 %
|
Cumulative percent passing the 3/8 in. sieve
|
69 %
|
Cumulative percent passing the #4 sieve
|
24 %
|
Cumulative percent passing the #8 sieve
|
16 %
|
Cumulative percent passing the #16 sieve
|
13 %
|
Cumulative percent passing the #30 sieve
|
10 %
|
Cumulative percent passing the #50 sieve
|
7 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
3 %
|
DIME Test ID: 2023-02-03-22-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/05/2023
Date Tested: 02/08/2023
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.655
|
Bulk specific gravity (SSD Basis)
|
2.680
|
Apparent specific gravity
|
2.722
|
Absorption
|
0.9 %
|
DIME Test ID: 2023-02-03-22-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/05/2023
Date Tested: 02/08/2023
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.647
|
Absorption
|
1 %
|
DIME Test ID: 2023-02-03-22-4
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: 07/05/2023
Date Tested: 02/08/2023
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: (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)
|
3407 grams
|
Percent loss after 100 revolutions
|
8 %
|
Percent loss after 500 revolutions
|
32 %
|
DIME Test ID: 2023-02-03-22-5
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: 07/05/2023
Date Tested: 02/09/2023
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-02-03-22-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/05/2023
Date Tested: 02/11/2023
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: (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
|
2.655
|
Average uncompacted voids
|
47.5 %
|
DIME Test ID: 2023-02-03-22-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/05/2023
Date Tested: 02/11/2023
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: (909) 829-3029
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
|
100 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2023-02-03-22-8
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: 07/05/2023
Date Tested: 02/11/2023
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: (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 %
|