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Sample Record for 2019-04-01-25

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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, Inc.
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 or name of Pit): 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

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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
Additional Comments When Verified:
Sand Equivalent 75

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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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, Inc.
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:
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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.