Sample Record for 2019-04-01-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212753 DEA: 020H7604 EFIS: 0215000086
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,PLU-VAR-VAR
Work Description: FULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION
Location Description: LASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 HWT 89, BURNEY, CA 96013
Resident Engineer: Ron Collins Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-04-01-25
TL Number from the TL Form:
Sample Submitted By Organization: CGI Technical Services, Incorporated
Sample Organization Contact: (530) 244-6277
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2019
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: Combined Aggregate
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Ward Lake
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-18-0008::WARD LAKE PIT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Plant Stockpile
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:
Test Results
Test 1 of 12
DIME Test ID: 2019-04-01-25-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/08/2019
Date Tested: 04/22/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 Faced
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
100 %
|
Test 2 of 12
DIME Test ID: 2019-04-01-25-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/08/2019
Date Tested: 04/22/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
100 %
|
Test 3 of 12
DIME Test ID: 2019-04-01-25-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/08/2019
Date Tested: 04/22/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Fine 1 Faced
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 4 of 12
DIME Test ID: 2019-04-01-25-4
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: 05/08/2019
Date Tested: 04/23/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation
|
B
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
19 %
|
Test 5 of 12
DIME Test ID: 2019-04-01-25-5
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: 05/08/2019
Date Tested: 04/23/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 12
DIME Test ID: 2019-04-01-25-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/08/2019
Date Tested: 04/23/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.443
|
Average uncompacted voids
|
44.4 %
|
Test 7 of 12
DIME Test ID: 2019-04-01-25-7
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: 05/08/2019
Date Tested: 04/24/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
A
|
Determination
|
By Number
|
Dimensional ratio used
|
1:5
|
Weighted percentage of particles (by number) that were flat
|
1 %
|
Weighted percentage of particles (by number) that were elongated
|
1 %
|
Weighted percentage of particles (by number) that were both flat and elongated
|
1 %
|
Weighted percentage of particles (by number) that were neither flat nor elongated
|
99 %
|
Test 8 of 12
DIME Test ID: 2019-04-01-25-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 05/08/2019
Date Tested: 04/25/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI)
|
NP
|
Liquid Limit (LL)
|
10 %
|
Plastic Limit (PL)
|
0 %
|
Test 9 of 12
DIME Test ID: 2019-04-01-25-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/08/2019
Date Tested: 04/25/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.469
|
Absorption
|
3.1 %
|
Test 10 of 12
DIME Test ID: 2019-04-01-25-10
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: 05/08/2019
Date Tested: 04/25/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
B
|
Determination
|
By Number
|
Dimensional ratio used
|
1:5
|
Weighted percentage of particles (by number) that were flat and elongated
|
1 %
|
Weighted percentage of particles (by number) that were not flat and elongated
|
99 %
|
Test 11 of 12
DIME Test ID: 2019-04-01-25-11
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/08/2019
Date Tested: 04/26/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.443
|
Bulk specific gravity (SSD Basis)
|
2.544
|
Apparent specific gravity
|
2.718
|
Absorption
|
4.2 %
|
Test 12 of 12
DIME Test ID: 2019-04-01-25-12
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 05/08/2019
Date Tested: 05/01/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Which test procedure(s) is/are used?
|
Procedure A and Procedure B
|
Was strict temperature control maintained?
|
Yes
|
What type of water was used?
|
Distilled
|
Durability Index (coarse)
|
71
|
Durability Index (fine)
|
73
|