Sample Record for 2019-06-11-18
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Project Information
Project ID: 212562 DEA: 024G5504 EFIS: 0214000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-2.7/R11.4
Work Description: RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location Description: SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Nicole Mallory Structure Rep.: Andrew Osullivan
Sample Information
DIME Sample ID: 2019-06-11-18
TL Number from the TL Form: 991053
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: 06/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2019
The quantity of what the sample constitutes: JMF Renewal
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: D77930F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock Quarry
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: 18-1001.305-23.6_
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 18-03-R1
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2019-06-11-18-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/29/2019
Date Tested: 07/26/2019
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 10
DIME Test ID: 2019-06-11-18-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/29/2019
Date Tested: 07/26/2019
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
|
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
|
100 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
99 %
|
Test 3 of 10
DIME Test ID: 2019-06-11-18-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/30/2019
Date Tested: 07/26/2019
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
|
2.752
|
Absorption
|
0.5 %
|
Test 4 of 10
DIME Test ID: 2019-06-11-18-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/30/2019
Date Tested: 07/29/2019
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
|
2.702
|
Bulk specific gravity (SSD Basis)
|
2.725
|
Apparent specific gravity
|
2.768
|
Absorption
|
0.9 %
|
Test 5 of 10
DIME Test ID: 2019-06-11-18-5
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: 07/30/2019
Date Tested: 07/26/2019
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
|
B
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4408 grams
|
Percent loss after 100 revolutions
|
3 %
|
Percent loss after 500 revolutions
|
12 %
|
Test 6 of 10
DIME Test ID: 2019-06-11-18-6
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 07/26/2019
Date Tested: 06/12/2019
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: Composite Result
Test Result Compliance: complies
Additional Comments When Verified:
Size of aggregate being tested
|
Coarse and Fine Aggregate
|
What type of solution was used?
|
Sodium sulfate
|
What was the condition of the solution?
|
Previously used
|
Number of immersion cycles performed
|
5
|
Coarse weighted average loss
|
3 %
|
Fine weighted average loss
|
3 %
|
Test 7 of 10
DIME Test ID: 2019-06-11-18-7
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: 07/30/2019
Date Tested: 07/26/2019
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:
Test 8 of 10
DIME Test ID: 2019-06-11-18-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 07/30/2019
Date Tested: 07/29/2019
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)
|
85
|
Durability Index (fine)
|
80
|
Test 9 of 10
DIME Test ID: 2019-06-11-18-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/30/2019
Date Tested: 07/26/2019
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 test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.702
|
Average uncompacted voids
|
48.5 %
|
Test 10 of 10
DIME Test ID: 2019-06-11-18-10
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: 07/30/2019
Date Tested: 07/26/2019
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
|
B
|
Determination
|
By Mass
|
Dimensional ratio used
|
1:5
|
Weighted percentage of particles (by mass) that were flat and elongated
|
0.00 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100.00 %
|