Sample Record for 2019-03-26-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212816 DEA: 020H6304 EFIS: 0215000063
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-6.2/7.3
Work Description: ROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL
Location Description: LASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET
Contractor Name: Knife River Construction
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: John Yolton Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-03-26-12
TL Number from the TL Form: 002275
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch OGFC Untreated Aggregate
From where was the sample collected: Source
Laboratory sample identification: D77808F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Orland Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-11-0007::ORLAND PLANT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: OR-22251000
The plant number: Unknown
A detailed description of where the material sample was collected: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: JMF 19-02-S1
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2019-03-26-12-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 04/23/2019
Date Tested: 04/10/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Plastic Index(PI)
|
NP
|
Liquid Limit (LL)
|
0 %
|
Plastic Limit (PL)
|
0 %
|
Test 2 of 8
DIME Test ID: 2019-03-26-12-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/23/2019
Date Tested: 04/09/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
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 questionable, coarse, 2 faced particles tested
|
2 %
|
Percentage of questionable, coarse, 1 faced particles tested
|
1 %
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
Percentage of fractured, coarse, 2 faced particles tested
|
93 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
95 %
|
Percentage of fractured, fine, 1 faced particles tested
|
99 %
|
Test 3 of 8
DIME Test ID: 2019-03-26-12-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/23/2019
Date Tested: 04/11/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.707
|
Absorption
|
1.4 %
|
Test 4 of 8
DIME Test ID: 2019-03-26-12-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/23/2019
Date Tested: 04/12/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.652
|
Bulk specific gravity (SSD Basis)
|
2.699
|
Apparent specific gravity
|
2.784
|
Absorption
|
1.8 %
|
Test 5 of 8
DIME Test ID: 2019-03-26-12-5
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: 04/23/2019
Date Tested: 04/12/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation
|
C
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4070 grams
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
18 %
|
Test 6 of 8
DIME Test ID: 2019-03-26-12-6
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 04/23/2019
Date Tested: 04/12/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
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)
|
70
|
Durability Index (fine)
|
63
|
Test 7 of 8
DIME Test ID: 2019-03-26-12-7
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: 04/23/2019
Date Tested: 04/16/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
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
|
0.85 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99.15 %
|
Test 8 of 8
DIME Test ID: 2019-03-26-12-8
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/23/2019
Date Tested: 04/11/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
93.3 %
|
Cumulative percent passing the 3/8 in. sieve
|
81.8 %
|
Cumulative percent passing the 1/4 in. sieve
|
51.1 %
|
Cumulative percent passing the #4 sieve
|
34.3 %
|
Cumulative percent passing the #8 sieve
|
20.2 %
|
Cumulative percent passing the #16 sieve
|
14.2 %
|
Cumulative percent passing the #30 sieve
|
10.3 %
|
Cumulative percent passing the #50 sieve
|
7.4 %
|
Cumulative percent passing the #100 sieve
|
5.1 %
|
Cumulative percent passing the #200 sieve
|
3.74 %
|