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

Sample Record for 2020-06-02-17


Project Information

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
Resident Engineer: Denise Sostrom Structure Rep.: Vega, Arnel

Sample Information

DIME Sample ID: 2020-06-02-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: (951) 840-8328
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2020
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: PCC Rapid set beams
From where was the sample collected: Job Site
Laboratory sample identification: 10RA, 10RB, 10RC
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: 800-5RSC
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: TT
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete sample from wheel barrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2020-06-02-17-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/11/2020
Date Tested: 06/05/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Modulus of rupture 830 psi

Test Results

Test 2 of 3

DIME Test ID: 2020-06-02-17-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/11/2020
Date Tested: 06/05/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Modulus of rupture 820 psi

Test Results

Test 3 of 3

DIME Test ID: 2020-06-02-17-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/11/2020
Date Tested: 06/05/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Modulus of rupture 750 psi