Print Report | Back to Test Summary

Testing Report for 2021-09-20-3-5

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

Project Information

DEA: 081K6804
EFIS:
Project ID: 215586
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-210,330-Varies
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-20-3
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: 760-518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 9/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/20/2021
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1360263
Batch number: 1360263
Mix number: 1360263

Test Information

DIME Test ID: 2021-09-20-3-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Date Tested: 9/29/2021
Verified Date: 9/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1415.58 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 707.79 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1604.29 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 802.145 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1553.99 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 776.995 psi