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Sample Record for 2024-06-07-123

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Project Information

Project ID: 994686 DEA: 051K4604 EFIS: 0518000210 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-29.7/32.2
Work Description: COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING.
Location Description: SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 800 FARROLL RD, GROVER BEACH, CA 93433
Resident Engineer: Michael Schmidt Structure Rep.: Ray Barajas

Sample Information

DIME Sample ID: 2024-06-07-123
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2024
The quantity of what the sample constitutes: 100CY
A brief description of the sample: 6 x 12 LCB Cylinders
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vanguard

Material Information

The concrete mix design number: HE4X3LCB
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 278
Concrete batch plant: Vanguard
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: back of the truck from the chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-06-07-123-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/13/2024
Date Tested: 04/30/2024
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 6.00 in
Average diameter of cylinder 5 6.02 in
Average diameter of cylinder 6 5.99 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.27 in^2
Cross sectional area of cylinder 5 28.46 in^2
Cross sectional area of cylinder 6 28.18 in^2
Compressive strength (to nearest 10 psi) 6850 psi
Maximum load on cylinder 1 183346 lb
Maximum load on cylinder 2 201290 lb
Maximum load on cylinder 3 178784 lb
Maximum load on cylinder 4 184290 lb
Maximum load on cylinder 5 201223 lb
Maximum load on cylinder 6 215576 lb
Compressive strength of cylinder 1 6462.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 7095.2 psi
Compressive strength of cylinder 3 6324.2 psi
Compressive strength of cylinder 4 6518.9 psi
Compressive strength of cylinder 5 7070.4 psi
Compressive strength of cylinder 6 7650 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 4
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 5
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen no data0 days
Age of specimen in hours no data0 hours