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Sample Record for 2020-05-29-28


Project Information

Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION CO. INC. Contractor Address: 398 SUNRISE TERRACE
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-29-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Bags of Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-10-0006
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: At the Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 7

DIME Test ID: 2020-05-29-28-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/16/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative percent passing the 2 in. sieve 100 %
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 95.5 %
Cumulative percent passing the 3/8 in. sieve 81.8 %
Cumulative percent passing the #4 sieve 41 %
Cumulative percent passing the #8 sieve 20.7 %
Cumulative percent passing the #16 sieve 11.7 %
Cumulative percent passing the #30 sieve 6.8 %
Cumulative percent passing the #50 sieve 4.2 %
Cumulative percent passing the #100 sieve 2.7 %
Cumulative percent passing the #200 sieve 1.7 %

Test Results

Test 2 of 7

DIME Test ID: 2020-05-29-28-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/16/2020
Date Tested: 06/12/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 98 %
Percentage of fractured, fine, 1 faced particles tested 97 %

Test Results

Test 3 of 7

DIME Test ID: 2020-05-29-28-3
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: 06/16/2020
Date Tested: 06/11/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 33 %

Test Results

Test 4 of 7

DIME Test ID: 2020-05-29-28-4
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: 06/16/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Sand Equivalent 68

Test Results

Test 5 of 7

DIME Test ID: 2020-05-29-28-5
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: 06/16/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat 0 %
Weighted percentage of particles (by mass) that were elongated 0 %
Weighted percentage of particles (by mass) that were both flat and elongated 0 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 100 %

Test Results

Test 6 of 7

DIME Test ID: 2020-05-29-28-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/16/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Bulk specific gravity 2.535
Bulk specific gravity (SSD Basis) 2.599
Apparent specific gravity 2.708
Absorption 2.5 %

Test Results

Test 7 of 7

DIME Test ID: 2020-05-29-28-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/16/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.589
Absorption 1.7 %