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Sample Record for 2024-01-31-27

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 995058 DEA: 081C5704 EFIS: 0812000332 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-3.4/10.5,14.9/16.0
Work Description: DRAINAGE IMPROVEMENT, HMA (MISCELLANEOUS AREA), AND EROSION CONTROL.
Location Description: RIVERSIDE COUNTY IN TEMECULA AND MURRIETA FROM SOUTH JUNCTION ROUTE 79 TO 0.1 MILE SOUTH OF KALMIA STREET UNDERCROSSING AND IN WILDOMAR FROM 0.1 MILE SOUTH OF BAXTER ROAD OVERCROSSING TO 0.3 MILE SOUTH OF BUNDY CANYON ROAD UNDERCROSSING
Contractor Name: SEMA CONSTRUCTION, INC.
Contractor Address: 430 Via Vera Cruz, San Marcos, CA 92078
Resident Engineer: Omar Sanchez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-01-31-27
TL Number from the TL Form: 1061-1
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: 01/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/04/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1061-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: SC590B33
The truck number from where the sample was collected: 1428
The batch plant ticket number from where the sample was collected: 745169
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Headwall at Drainage System 16
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-01-31-27-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 02/15/2024
Date Tested: 02/07/2024
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: (909) 829-3029
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
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.37 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 2900 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 2913.6 psi
Compressive strength of cylinder 2 2883.2 psi
Maximum load on cylinder 1 82920 lb
Maximum load on cylinder 2 81795 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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
Age of specimen 7 days

Test 2 of 2

DIME Test ID: 2024-01-31-27-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 03/20/2024
Date Tested: 02/28/2024
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: (909) 829-3029
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
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.56 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 4400 psi
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 4397.6 psi
Compressive strength of cylinder 2 4397.1 psi
Maximum load on cylinder 1 125595 lb
Maximum load on cylinder 2 125580 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 1
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
Age of specimen 28 days