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Testing Report for 2021-09-08-10-5

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

Project Information

DEA: 101H3424
EFIS: 1018000078
Project ID: 215027
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-10.6
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: SAN JOAQUIN COUNTY NEAR LATHROP AT DEUEL OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Bal Bahadur Paul
Structure Rep.: Ron Matin

Sample Information

DIME Sample ID: 2021-09-08-10
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: 9/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/8/2021
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): 1357978
Batch number: 1357978
Mix number: 1357978

Test Information

DIME Test ID: 2021-09-08-10-5
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: 9/17/2021
Verified Date: 9/17/2021
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 Supplier 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: 1767.87 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: 883.935 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1850.41 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: 925.205 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1597.16 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: 798.58 psi