Sample Record for 2020-07-01-41
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Project Information
Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery
Sample Information
DIME Sample ID: 2020-07-01-41
TL Number from the TL Form: 896803
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: 07/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined Untreated Virgin 3/4-inch Type A Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78503F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Pit
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-18-0008
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: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-08-S2
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 11
DIME Test ID: 2020-07-01-41-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/16/2020
Date Tested: 10/30/2020
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
|
98.6 %
|
Cumulative percent passing the 1/2 in. sieve
|
81.9 %
|
Cumulative percent passing the 3/8 in. sieve
|
68.8 %
|
Cumulative percent passing the 1/4 in. sieve
|
45.9 %
|
Cumulative percent passing the #4 sieve
|
36.9 %
|
Cumulative percent passing the #8 sieve
|
23.2 %
|
Cumulative percent passing the #16 sieve
|
16.8 %
|
Cumulative percent passing the #30 sieve
|
9.8 %
|
Cumulative percent passing the #50 sieve
|
6.1 %
|
Cumulative percent passing the #100 sieve
|
3.6 %
|
Cumulative percent passing the #200 sieve
|
2.5 %
|
Test 2 of 11
DIME Test ID: 2020-07-01-41-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 11/16/2020
Date Tested: 10/31/2020
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 3 of 11
DIME Test ID: 2020-07-01-41-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 11/16/2020.
Reason: retested
Test 4 of 11
DIME Test ID: 2020-07-01-41-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 11/16/2020
Date Tested: 11/04/2020
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:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.628
|
Absorption
|
1.8 %
|
Test 5 of 11
DIME Test ID: 2020-07-01-41-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 11/16/2020
Date Tested: 11/05/2020
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:
Bulk specific gravity
|
2.607
|
Bulk specific gravity (SSD Basis)
|
2.671
|
Apparent specific gravity
|
2.786
|
Absorption
|
2.5 %
|
Test 6 of 11
DIME Test ID: 2020-07-01-41-6
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: 11/16/2020
Date Tested: 11/02/2020
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)
|
4133 grams
|
Percent loss after 100 revolutions
|
3 %
|
Percent loss after 500 revolutions
|
16 %
|
Test 7 of 11
DIME Test ID: 2020-07-01-41-7
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: 11/16/2020
Date Tested: 11/03/2020
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:
Test 8 of 11
DIME Test ID: 2020-07-01-41-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 11/16/2020
Date Tested: 11/03/2020
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)
|
85
|
Durability Index (fine)
|
81
|
Test 9 of 11
DIME Test ID: 2020-07-01-41-10
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: 11/16/2020
Date Tested: 11/03/2020
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
|
B
|
Determination
|
By Mass
|
Dimensional ratio used
|
5:1
|
Weighted percentage of particles (by mass) that were flat and elongated
|
5 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
95 %
|
Test 10 of 11
DIME Test ID: 2020-07-01-41-11
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 11/16/2020
Date Tested: 11/12/2020
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 test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.607
|
Average uncompacted voids
|
48.3 %
|
Test 11 of 11
DIME Test ID: 2020-07-01-41-12
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/16/2020
Date Tested: 11/02/2020
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
|
0 %
|
Percentage of questionable, coarse, 1 faced particles tested
|
0 %
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
Percentage of fractured, coarse, 2 faced particles tested
|
98 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|