Sample Record for 2019-04-25-14
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Project Information
Project ID: 210808 DEA: 020E0904 EFIS: 0200000016
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work Description: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location Description: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathan Alexander Structure Rep.: Christopher S 'Chris' Brace
Sample Information
DIME Sample ID: 2019-04-25-14
TL Number from the TL Form: 001903
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: 04/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A Untreated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D77853F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shasta Ranch Aggregates
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: L190276
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 19-09-S1
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
Test Results
Test 1 of 11
DIME Test ID: 2019-04-25-14-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 05/29/2019
Date Tested: 05/28/2019
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 11
DIME Test ID: 2019-04-25-14-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/29/2019
Date Tested: 05/28/2019
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
|
98 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 11
DIME Test ID: 2019-04-25-14-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/29/2019
Date Tested: 05/28/2019
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
|
2.692
|
Absorption
|
0.8 %
|
Test 4 of 11
DIME Test ID: 2019-04-25-14-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/29/2019
Date Tested: 05/29/2019
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
|
2.639
|
Bulk specific gravity (SSD Basis)
|
2.680
|
Apparent specific gravity
|
2.751
|
Absorption
|
1.5 %
|
Test 5 of 11
DIME Test ID: 2019-04-25-14-5
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: 05/29/2019
Date Tested: 05/28/2019
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)
|
4365 grams
|
Percent loss after 100 revolutions
|
2 %
|
Percent loss after 500 revolutions
|
12 %
|
Test 6 of 11
DIME Test ID: 2019-04-25-14-6
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 06/21/2019
Date Tested: 05/15/2019
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:
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
|
2 %
|
Fine weighted average loss
|
5 %
|
Test 7 of 11
DIME Test ID: 2019-04-25-14-7
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)
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 06/18/2019.
Reason: retested
Test 8 of 11
DIME Test ID: 2019-04-25-14-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 05/29/2019
Date Tested: 05/29/2019
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)
|
90
|
Durability Index (fine)
|
85
|
Test 9 of 11
DIME Test ID: 2019-04-25-14-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/29/2019
Date Tested: 05/29/2019
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:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.639
|
Average uncompacted voids
|
48.6 %
|
Test 10 of 11
DIME Test ID: 2019-04-25-14-10
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: 05/29/2019
Date Tested: 05/28/2019
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 %
|
Test 11 of 11
DIME Test ID: 2019-04-25-14-11
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: 06/18/2019
Date Tested: 06/18/2019
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: Re-ran at revised bin percents for JMF 19-09-S2.
Test Result Compliance: complies
Additional Comments When Verified: