Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214221 DEA: 081F1424 EFIS: 0815000232
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-23.9/33.4
Work Description: REPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Denise Sostrom Structure Rep.: Arnel Vega
DIME Sample ID: 2020-04-02-19
TL Number from the TL Form: 01
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/04/2020
The quantity of what the sample constitutes: 4 CY
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1010-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The concrete mix design number: NA
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 107
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NA
Where the material sample would have been placed if not sampled: GALIVAN LAKE ST TEMESCAL CANYON
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2020-04-02-19-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/30/2020
Date Tested: 04/30/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
1530 psi
|
Maximum load on cylinder 1
|
43250 lb
|
Maximum load on cylinder 2
|
43680 lb
|
Compressive strength of cylinder 1
|
1524.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
1545.1 psi
|
Type of fracture pattern of cylinder 2
|
2
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|